HomeMy WebLinkAbout91D11830
430
r~ 30'
w
100' V.C. '^
100' V.C.
� � 5 .. p
n wa°i C
m +
+ b +
^ " " 430
N 3
STD. HYD. ASSY. ---- --
1. E%ISTIN
8 �-
o is PROPOSED ROAD cRour+D\1
�
ita PROFILE - - -
�-.- -- _ - _ - - -- - - _ -r 2.00X 425
425 < - -
" EXISTING --- - -- - --- --- H - ---- -- -� 2.57X r - W/SAND CUSHION 12' 12' S.D. -
cftouNO STD HYD. ASSY.
0 8"x8"x6' TEE l Ex.12'w
r- - - _ - - -
- - - - - -- 8" D.I. WATER 12" so- �1 "
420 L00 a n _ - - - - _
�N r 6„ MIN. - ---- m ---- -- - --- _ 420
6° MIN. .� CLEARENCE O N r 6e MIN.
6" MIN. Q CLEARENC�E j m w/SAND 0 12" S.D. N ¢ CLEARENCE W -
r/SfWDARENNCE 8" D W TER � w/SANDSpUS(iI + CUSHION 0 1Y s.0.
12* (U�_-j�.-. m w/SAND GUShMON c
415 12'SD. T - ---~ ---- �- - -- - - - N N 415
- 7332' - 8" PVCb��Sz ¢ M.H. No. 3, TYPE I-48" .
413.8 Id 0.96X
I'MIN. SEPARATION T
Ir `� m N STA. 14+50, 5' RT-
PVC O'&97. BETWEEN SEWER °1 _ AIM-�L__ - _ to sLE. 411.62 123' - 8 - F- STUB d WATER m I.E. )fit)-- 8r69. - OUT / PVC (W) - 4/6.35 _
_ N r%1 M 424.51 RAN F 425.15 _` EX AN SEW-
410 0 /.O3x m E 3'(E R - - - ---- ( ,
410
1 M.H. No. 1 TYPE W-48" o n M.H. No. 2, TYPE I-48" o
STA. 10+15. 5' RT. ADJUST M.H. RIM TO 3' MIN. STA. 11+28.87, 25.7' LT. N
EL.=419.55 ABOVE FIN. GRADE OF L.=421 4t RAN = 421.47 S'. E. 305 th CT.
I.E. 8 412.10 - IN LANDSCAPED AREA I.E. 8 13.40 - IN I.E. GNTR CHAN = 4/3.15 -
405 I.E. 8"(S)a4 OUT I.E. 8" S)=41 . -OUT 405
10+00 �CNTR.57 = +50 11+00 +50 12+00 +50 13+00 +50 14+00 +50 15+00 +50 16+00
411.88 STA. 0400 6 INTERSECTION OF S.E. 304M ST.
WATER k SAN. SEW. NOTE, CITY OF AUBURN TO INSTALL EXIST. SSMH*'9 d 116th AVE. S.E.
CONNECTION PER PLAT STATIONS FOR SAN. SEW. SERVICES ARE FROM DOWNSTREAM M.H. SADDLE CONNECTION ON SEWER RIM=43438
OF "MULBERRY LANE" STATIONS FOR WATER SERVICES ARE FROM (L OF S.E. 3051h CT. MAIN. CONTRACTOR TO PROVIDE I. E_= 415.02
(SEE NOTE a) TRENCH, SHORING 8 BACKFILL
43
o O a N P 426 0 O
� s to
e LEw47T.65 GO m
7 1 5 5 4 3 2 I r. _ 6' PVC
1 1-8 45' BEND (MJ) ,
I 1-8" 45" BEND (MJ) NOTE: 1-GONG. BLOCKING =
1-5" G.V. w/V.B. (MJ) 10' STORM DRAIN MIN. SLOPE 1.0% .__..__ . '� - 5
1-GONG. BLOCKING N ESWT. ALL SIDE SEWERS (TYP.) - I C.B. No. 2 CJ1. No. 10 a I
b 1-8"x 8"x 6" TEE (MJxMJxFL)
GR EL �924.09 GR. EL -427JI �j/
IE=414.10 1 1 C.S. No.4 I.E. 12'•421J8 1-6" G.V. w/V.B. (FL) E.12' 423.3 /
4Y - a' PVC GR. EL.•421.05 13' - 6" D.I. 1
-E..413.66 LE. 12' • 4d 7.16 NOTES S.E.
49, - a' PVC ---- 1 1 ALL RAF DRAMS aJ305th CT. LE..n.1s 1-RELOCATED STD. HYD. ASSY.
_ = O 15' ARE TIGHT LINE LE-41&M 2
9 + LE..411.34 I.E=415'09 I.E.-416-D4 34• _ 6" PVC /yy _ 6• PVC 1-CONC. BLOCKING
34' - a' v�� 25• !34• - a"Pvc / 34' - a' PVC_ 25' f 25' b 70'
1 6' ADS R F 4' ADS RAF 4' ADS RAF DRAIN RAF ,, -.. .�.,.. -- g w
DRAIN _ - _,_ ____ ._ ______._ _ __.. _ __.. _ ____.___ ____ 26.
__ -- c.o. C.o. c.o. EXIST. TEE '
3a' a" D.I ST .5 (1167h-A/E.S.E.)
`. %� n S' e' D.1.`T' RQLOCA S A. 5+35
r A 1-12"x 12% 8" TAPPING
LE -a 3.76 - v SLEEVE t VALVE TEE (MJ)
N 12'-a' .I. F
�• - 6' P�� I 7•-8' D.I. - 5'Nkl t2 m - 432' - a" RI. 1-� 15' - 16 1-8" C.V. w/V.B. (FLxMJ)
� NI iy - a _ J _-_� _-_ - s I' DIA.(TYP) ,?-- - o m (}16th AVE SE.)STf1fJ440 5+ae oD = 1-CONC. BLOCKN/O
332' - 8' PVC B T..I51K_ m 0.96% N n (SEE DETAIL) - , EX018ST 16+n.39 TRACTOR TO VERIFY
N v - CARP,.
.' ! - 9 Lam,. _.. FITTING LOCATION t ELEV.
e ) PRIOR TO CONST.
1-8-2211 BEND (MJ) BENO / / ✓ - a
1-CONC. BLOCKNG / �� - _ _ --
C , c.o ---- --
c.o.
\ _ - ______ _. _______ __ -_ __ _ _IE w4 a9 ADS RAF-4.+
DRAIN RAF 2$ 25 LEw416.63 _� 25' `�- 24' -1 a" PVC DRAW ,1 c
6' ADS RAF ` 24' - r ►vC 5• ( ) "
'Qp .f DRAW LE=H5.10 `- LE..415.62 1-8" 45' BEND MJ
to C / �,'. J i-- M.H. NO. 1-GONG. BLOCKING
24 - 6' PVC
NOTE, 24' - r PVC CJf. No. I ;
I E.=413.10. m / ALL RAF DRAWS C B.. No. 3 J GR. 0. �424.09 H
/ , ARE TIGHT AWE N .3' m 3/4" WATER METER (TYP.) I.E. 12' • 2421.60
4.09
32 - 6' PVC '� I E 12' - 418.66 ALL LOTS
(SEE DETAIL SMT. 2 of 2) A ray � a A Q,1
o
C.O. No. 3
II..EE. 12' - 41603 -� M.H. No. 2 13 14 - 15. 1Q - 17 4y6 ., H I,i y~..1
_ k ADJUST M.H. RIM TO 3" MIN. - : 1
/ ABOVE FIN. GRADE OF = P SEE CROSS SECTION A -A ,�•-- ti
y'•V
` LANDSCAPED AREA, MN.2
0'65 ®
x 6 THICK
CONC. RNG AROUND M.H.
u
4 !2
DEVELOPER
GENERAL
NOTES
I -8" G.V.w/V EQFLxMJ.)
`
1.
AN .akmonship and material anal conform to the City of
11.
IWi shall be W, a of
At pow« and latphane es all leper
1-8"x 8"x 6" TEE MJxMJxFL)
(
Auburn's replWtmanla and apecrFxahana.
trench with m n mum horizontal separation ham
Q.
I
/
t-6" G.V. (FL)
fother
s
utilities (veal«. aanit«y ,,veer, and ,farm saw) o/
e
N
1-5 1/4" MVO HYD. ASSY.
MVO H
2.
The standard SpaNlkaliona snoN be 19a1 APMA oa
6+e Mt.
PER CITY OF AUBURN
w�
a
modified by the City of Auburn.
12.
AN construction surveying for eatentions of public
,.
STD. DETAIL WAFH-1
3.
A copy of these approved plans shall be on -site
facliities (water. sewer, storm, and street) shill be
!!
'
1-CONC. BLOCKING
during construction.
done under the direction of a liconaea surve« a ya
I'rcanaM CIA Engines, inciudinq As -Built
1I
professional
O
0.y
/�
I.E.-412.42 CJS No. 7
4.
Prior to starling construction, the contractor shall be
drowigs.
22' - 6' PVC -GR EL.•419.27
req fired to toll ONE -CALL (1-900-424-5555) for utility
�I
0
LE 12' • 446.77
sanitary xw«, slam. 9es, pow.
(.nd
13.
All side sewers aces be marked with a 2' X 4' stake
0
C7
22
h
telephone. t
tolepnone. and lskaisian)-
connected b a whe to. lM and of the stub. AN curbs
Y
'as
I-E..412.32
"34•
"Y +
M.H. No. 1
anal W marked with on at an aWo sow locations,
- a" Pvc�
2
5
5.
M con of SOR 35 PVC pipe to and catch
"I b PK man
adept shall be mode by using A.C. «GPI( manhole
14.
AN eel« services shall be plumbed per the Cif of
y
' 4' ADS RAF
DRAW �_..
1-8" it 1/4' BEND (MJ)
odepl«s a aPProM equal.
Aldan Standard Detail will mat« sbllera fa 3/1" mat«s-
10 8 D I
Dr
' E8 12
D
1-GONG BLOCKING
6
yin9pipe shall not
The mmanum la length* fa SDR 35
13.
Restaro the r' t-o(-wa K.C. Right -of -Way Permit.
l9h y Per '91' Y
.. ,'
9
,,,--.... ,.:��..
4' ADS RAF
earned 12 Mt 6 inches.
16.
Estand lido aw.on 5 Mt inside property, (min.).
PoD« y m n.
t
I
I`
:•
w
�
rt
Jn•
I
SITE
Y
e
ly
!
1
I
CA. �� 6 N 7- Bedding fw PVC pipe shall be 5/8 inch minus crushed
1R 0.rMlJ!7 ,a\3 PLUG k TEST DRAIN
LE 12' • 415.27 1o+oD MATCH EXIST PVM'T. rock. 4 inches unow to 8 inches minimum aver the pipe. 17. Side sewers to be 6 inch PVC ASTM D3034. Sat 35. VICINITY MAP • .
PLUG & TEST, PROVIDE r<' BY PROPOSED PLAT OF
° - TEMP. 2" OLOWOFF "MULBERRY LANE"
CITY OF AUBURN
S.W. LOWER FLANGE BOLT ON FIRE HYDRANT /100
APROXIMATELY 70 FEET EAST OF CENTERLINE
AT N.E. INTERSECTION OF S.E. 304th STREET AND
a. Gadding for cwcrNe ono ducts, iron pipe anal be 5/8 IS. AN water mains shall be lass 52 DuclNe Won P"qw, _
minus crushed rock, 6 inches minimum under to 6 inches bitumNwus tooted and cement marts lined. As-euxr 2 = 1 MILE*
over the Pipe. THESE PLANS ARE AS-BUL r AW TA5 MiC1 r/W
19, SanK«y monhdes shall be Type 1-4a' far do4lha a' orM SHOWN ACC0?ATELY REFLECTS EXA9TWG F/ELD
9. AN pipe trench backflN shall be Class A bank run gravel aver and Tpe NI-48- for depths less than a Per CaWTAAKT AS q,'TAIS Ova TE• 10-8-92 J\
modified by the City of Auburn- Existing bockfsl material Stokle, Plops 34 and 37 of AMA Standard Specifcotions - -----
an -site may only be used upon the approval by the City for Municipal Public Works Construction.
10, NI pipe trench bockfb within the public right-of-way 2o. 8' Swwer Mein shall be Ducts, Won CL 52 tenant
shall!, 5/6 Inch minuo crushed rock. mortar Ii ed w\mechonical )Dints for cover loss
then 3 feet or PVC SDR 35 with rubber 900el 'pint . A
fa cover greater than 3 feet. e2
116th AVENUE S.E.
21. All Cate Valve, to be RnNant W,Oge.
ELEVATION: 430.57
PF # 2-)-) -(17 - f 2-
ON DETAIL SHT. SIDEWALK &
, 2�
18' `
LOT 17 CURB
C eve
wv
CONNECT TO EX.
w
SAN. SEW. STUB
I.E=411.2t 8(
m '
DUST WK
LEGAL DESCRIPTION
g
LOT 8, BLOCK 2, C. D. HILLMAN'S AUBURNDALE
Z
/
DIVISION NO. 1, ACCORDING TO THE PLAT
THEREOF RECORDED IN VOLUME 13 OF PLATS,
PAGE 62, RECORDS OF KING COUNTY, WASHINGTON.
STA. 6.87
FAC0010-91
91L 0..-422.53
THESE PLANS ARE "APPROVED" FOR �p(11
I.E.12" • 420.03
CONFORMANCE WITH THE CITY OF AUBURN 1�
ENGINEERING DIVISION'S REOUIREMENTS
APPROVED BY-30••ss/ ZL
1116191
PER CITY OF ALIVILAN AD
It-ZO-91
1/10/11 F'w.le Gtr or+ AusueN MLA
DATE APPROVED
.Qr sa DOW
KN.tewlNw Mr11a�
7-0WNSEND - CHASTAIN & ASSOC., INC.
LAKERIDGE DEVELOPMENT, INC.
NORTH MEADOW
SURVEYORS - ENGINEERS
1 DEVELOPIIWNT CONSULTANTS
SAN.
SEW. & WATER - PLAN / PROFILE
O
9 409 SOUTH 3rd AVENUE
asee0
DGL
ao.r 1"=20' HORZ.,1"=5' VERT.
KENT, W4SHINGTON 98032
854-2043
MIN`
�
'wwas`
as'
w
(206)
MD
7 91
at"
e'
512 91 D / 183
MT LIM C*MSTRWCTXCR IN57210
WITINT ng comfigmim wvn
1.
enter to general Construction Rot" for General
1.
Rotor to General CONtructiM hat" for General
requirements. -
r.Wireueht..
r.
*1" for water wine shall be dMtilS iron w ing ANSI
1.
seer lime Shall m laid to the Grades and alavations shown
Speclflg[Riem A-11.51 of latest revisions and SM11 be
an the dasring, and shall not be changed without City
thickness ['lass 32. Pipe shall be Oaeeet-lined, in
appewal.
accordance with ANSI Specification A-21-4 of latest
rwision.
3.
Sine Savor shall he isetallod from the City sever win to
min1Smm of five lest (51) beyond the property line and shall
I.
All Public rater wine Shall haw a misimw saver of forty-
be a minimum six inches (P') in dieter with a Sam percent
two inches (43•).
(It) miniSom Slope.
4.
Sowing for ductile land, pipe small be S/e• Rims Crushed
4.
side seesro Shall be installed, share required by the
(lock Sir inch" (d•) under to sir inch" IS-) minimum over
byimer, wing commercially manufactured two and Shall he
the pipe, unless otMrvi" &RprevSd by the City.
plugged with watertight plus. All joints shell be approved
rubber-gaskoted joints. (The location of ten aide Susan"
S.
All pipe tmew SmSfill material W31 be Clean •A• Sank
shall be Sorted at the and Of the lie Inside property by a
am Gravel, modified by the City of Andean.
presence treated 7 x 4, ter fast (4') laws buried in the
ground a distance of thew it The laver and Hell
e.
pipe taomw Mokfill material within the r t-ef-wa shall
Y
t3').
nailed to it to present withdrawal of the
Mva a 3 x 4 clew o
ha S/e• SSwus Raft rsm ealmmeetion • perpendicular
The hepssed one tent shall on painted traffic
xpe"
reef.
to the ds.tY street.
ebb the to the tide seer of has Shall on
Fellow side
Sadlested in ►lei palest on the 7 s a.) In addition, CM
indicated blood
7.
All w1Pw for voterIn lines atoll on Bu terfl Sete
letter •o•, two (N) high, ell te hardly imprinted
ller. Butterfly valve
[or twelve Incas (il•) and Smaller.
a curb the matente hardens to
in the tap the man
Mall he used when over twin SmMeS (17•).
shall (12
dwlgneG the aide seer location.
he r loca
m.
Joints, except Mere ethervlw required or Shawn en the
S.
Iaceti" of side severs shall emly be changed as repaired
Arsalm", Small be either wYnamical halted type, or punk -on
during mrs tructiw spun alltbesigaties at City. Cantrwter
rubber ring "Skst type, conforming to American Rational
shall notify Engineer mbw mma0: locations am "tonimed.
Standard A-21.11.
a.
Contractor shall obtain any ancemary Side Soot INmmaetles
G.
pipe fittings Nall be ductile iren and shall have the Sam
permits from the City of Auburn prior to owwtrwties.
kind of mating, lining and strength as the pipe to which
COMPOetes and Small confers to ANSI Specifications A-21.10
7.
it shall be the Comtra"tsr'e responsibility to imm m that
and A-31.11 of latest revision.
he ewtllots asorr between smeltery peer Imes and proposed
or existing atility lines during construction.
to.
ydnesteum boot! w Me nuns ITS" 11mm shall M Wa in
e"mesdkom with the `Pma*AP6 Sor •mtAne-ftes 2e0t1M
I.
Palms otherwise approved, all memoections to existing never
Worse =�S�s� and the latest ppsswwI team of A C den, exempt
Shia with mom Less shall be dons y. the City of Auburn. The
as WiplmB•mrala. All equlpmslwt taseemaiy to maha the
Cestruster shall be responsible for pipe Latallatlon, trench
Last "hall be tara}dhed by the ow 4%~. and the
excavation, back fill ass pavement restoration.
Cestrastar shall domin"t all tests WjbW the ONPINeVitim Of
the M"ite"r. PRas"nsa tot" Shall be soft me all piping
5.
Tes foot (101) beri"estal mparmtile shall be maintained as
and apparteshmmen SNOULSOd umiw this mistrust, iaslud/mg
a minimum between never W ether misting es peupeses
all eemmctien to existing wins at a alnlmmm test pressure
utilities.
of Jas Pei.
30.
liar feet (1') vertical nSpeaet[w Shall on maintained as
11.
bisiafestiw of the nee ester stem shall be required prior
rY
tin1N between NMr and Other utilities when a crossing of
en to connection to texisting water lines and "mall be In
utilities occurs. If one fee: (1') minimum is mat poesi►ls,
accordance with the latest provisiaw of RIM C 601.
than a sand cushion shall be provided as sSr41tted by the
12.
INStallaties Of corporate stops, enter semis"", lima and
ar'
Engineer.
Sotere small be per City of Auburn Standen Details.
11.
All connections of SOR 35 NC pip. to mMol.z shall he end*
•smines Shall be a uldaar 3/4 Sr► Typo
I copper tubing or
by using A.C. or GPR em ols adaptors, or approved equal.
ghlvmmlsed pipe. Tha City of &reef will
install the
mWt*WF The City will Install dopvlea free min line to
12.
pipe for smitary sowers shall be Spot 35 PVC when pipe cover
the betty when the existing water line is in an existing
summands thirty-six (360) inches. Roinforcel concr.ts sever
City street.
pipe. SDR 21 PVC, or Ductile Iran Class 57 can be used when
approved' and primarily for owraizing pipe W deep or
13.
link! for wrtlul and horizontal bonds Mall he y
ng per City
shallow trenches.
of Auburn Standard Details.
13.
The SoziOom lay1nrlength* net exceed helve feet I.
14.
sm
Contractor all obtain any ammuniy same wrolar
P inches (12')for SCIR3355p�11
nomination permits from no City of Auburn prior to
construction.
14.
1 daq fans PVC shall be Nims Crashed Rfour
Lin)to six mini� Save om,
( ) pine
15.
All valve bum s in public right-of-way or "amounts shall he
adjusted to final grade after final paving L complete.
pa
is.
Sewing ford ass ductileiron pipe shall in SIP
Minor Rock, clow ( ix
Dock, six Saeheo (f•) under to six Lnea.s (P)
is.
Rnen the underground supply toms off to asrw only a Hn
m over
SSniSmm over the pipe.
dpriabler a separate detailed Sumd on
.W
submitted am on b
sggwwed print o installation y W fin
1[.
All prpe eon bambfill Mbe
Ctall Class •A• NcGravel,Gravel,,
marmbed.
1
Run Gmiflby the City
eded he of Auburn.
17.
Tire Ryrssts
17.
pipe trench backflll material within the right -Of -way •hall
b, 5/8• NSmu CLVMed Rock what connection is perpendicular
A. Fire hydrant assesmliw shall confora to City of Auburn
to the City street.
Standard Details.
1S.
M Oil/ester separater will be required to conneet building
A. Fire hydrant teed lima Shall be install" at right
floor drains to the sanitary Game.
angles to the only win in conformance With the S
1/4• RVo Hydrant Setting Detail (City Standard Detail).
C. Hydrants Mall stand pluxb, sat to finish Grade with
the lowest outlet being no less than eighteen inches
(14•) from finish grade, W a clear arm around the
hydrant of no less than thirty-six inches (3e•).
D. Pamper pert shall tees acre" er fin a and be
readily accessible to 6" fin vehicle for Lira
Storing Oed pumping operations.
r. LAaft from the Service mix to the hydrant small be no
less them six 1tmbso (d•) L diameter Sand may left"
war Fifty feet (w) shall be mat lee than eight
inch" (e•).
P. Tin Hydrants shall be laptalled om eight inches (I•)
diameter or larger distribution mpply wine.
G. Fin hydrants Mall be installed at a minimum spacing
,
of 600 fast along streets In single-fMily zoom" and
300 feet in all other zones (on -sit. hydrants Mall be
a arrimum of 150 fast from furthest point mat building).
W. Eas is Yell be a sinSm s 7 1/2 feet each side of
any hydrant.
C
30'
1s•
I
epEwALK
rcl
SAW CUT AT (t REMOVE
EXIST. PVWT. HEST OF E
MATCH EXIST. PYMT. EL.
0�
4"
f
_
C. S ICCMRN
CONC.
G" CONE.
WRT. CURB A !UTTER
3" CLASS "B" ASPHALT CONCRETE
1 1/2" COMPACTED DEPTH
CRUSHED SURFACING TOP COURSE
2 1/2" COMPACTED DEP7H
CRUSHED SURFACING BASE C0l1RSE
NAVEL SAX MAY SHE REQUIRED
ON am CONDITHHHO
SIDE SEC. 4.OP R.C.A.S.
M
I8'
G' COWL VERT
CLAW l GUTTER
EXIST /
A.C. PW'T.
CROSS SECTION A -A
(116th AVE. S.E.)
H.T.S.
6.5' CONC,
SIDEWALK
I
Iz
PIrE
/Gnq 1Np
L suRFACE
I
FTCR FLusHINf
REMOVE THREADED CCZIfL1Ni
AND INSTALL 2•GAr'
M.A. CAP WITH E"TNREAOED
TIM
IL
HOLE
2" 90"
El6 w
"
DlA.o !No
CONCRETEVAVE'.
W
6L-ocKIN G, ••S�
VALVE 60X
TE OICARY ( OWOFFs s(-CALL OE usED oN ALL.OUD
CITY OF
mNV WATERLINES,
WHERE DIRECTED d`(TTA!llafelNeN.l�,
AUBURN WASHINGTON
FOR THE f1iRPosE
OF FLUM\1NC� VugllN(s V\�1NFECTION
AND TESTING.
TEMPORARY RLOWOFF
DETAIL
ENGINEER DATE
C
21 1 24
I 4' S'
� SRDEWALK
�I
S' 7FWCK I\
CONC. SIDEWALK
2' CLASS "B" ASPHALT CONCRETE
1 1/2" COMPACTED DEPTH
CRUSHED SURFACING TOP COURSE
2 1/2• COMPACTED DEPTH
CRUSHED SURFACING BASE COURSE
NAVEL BASE MAY BE REOUIRED
DEFENDWNG ON SOL CONDITIONS
SEE SEC. 4.02 K.C.R.S.
14' 14' 1' 5' 4 1
SIDEWALK 3
Il ak
S" DOW
ROLLED CLPN
A !UTTER
CROSS SECTION B-B
(S.E. 305th CT.)
N.T.S.
E �_ 5Y4' M.V. O. 4IYVKANI
B
I Cor.rsTRucT r."cOUCRE E sLAF, 4'"4' SQUARE (2'E.W.)
t CENTERED OA1 HY pR AN T, IF H'f ORANI IS
SET p I U SIDEWALK OR ELSEWHERE 'FINISH PAVEMENT
I• _ (Ave wA "G"GOO-7 T)
_ CLMCD A. GUTTER
I =1DIz -- _III__-•" -
'111: _
-UST IKON VALVE bOK
.AO MIL PLASTIC S"Ff_TINE - �" GATE VALVE
AVER GRAVEL_ /
-Cn" VI PI F'E CAST IRON TEE
ME(HJT �-2-34�STEEL \`1'LANGE _IOINT
l`„• �. "5NACKLE ROIX�I!)
COW DLOCK
- " MECHANICAL JOINT
-----IA• WASHED GRAVE I_
NOTES'
1) WHERE NO CISRD Q GUTTER IS IN6TALLEV,FIRE HY IMANT SHAD
DE I Xl E0(1N RELATION TO STTf.EET CENTER l.1NE) AS
INVICATEU ON THE ITRAWIN46S.
f) INSIDE CII � LIM ITS t AREA WITHIN FIRE PISTKICT N. 44
NV VRANTB TO HAVE 2-2Y2 N.S:T. NOSE PORT fr 1 -4V2 N.S.T
PUMPER. PORT. (NATIONAL- STA3IDARD THREAD)
s 5) M EGA, LUGS MAV ISE USED 03 PLACE CIF SFMCKLE R4705S
WITI-I PRIOR APPRcT/AL of UTILITY EOGINEER/WATEIG
DIVISION SUPERVISOR.
51/4" M.V.O. HYDRANT SETTINGS DETAIL
NTS
9415tT SEC rtVw
(StG TYrIC AL Secn O an -
COMPACTED JUOORAD[
PIPE T1rWCH mKMF�L
C LALS � OANK RIIJ y[AVdi
AScAS.) NMERC RGQD.
ANT Or
AS DIREGTEO DY
CITY.
PIPE�DD:NG
�S"MINUS CRUSHED ROCK
(SEE SPECS) WHERE Keo'D,
41MVIC', AS, gKKTEO Vol CITY:
(see sreu)
WNeRt RevuMep ANO/CR
AS nk*cTev OT CITY
PIPE
O.C.
L"MN.
(WALL Ast
I
PIPE
NAK PAY
IVIVTy�T
TYPICAL CONCKETE�D.I.PIPETKE:NCH
NOTE
ALT6T\'FILL SHALL DE COl.(P1,(:,TED
TO q•y % OT'TkMUM OFNSIT �(,
e 3HORIMp4 CQIDOING ARE ee QUIQED wNERE
TOTAL TR[NCH DEPTH MEA5URE0 FROM
TOP OFSUDGRADE TO GOTTOMOFTR[A1CH
EXCEEDS 4,5-
T,VEMENT SCCTION
COMPACTED 5UBIGJEADE-� -
elrlre TREI,eH MGI[FIl1
C MSS'A" pAHK 111VfUVEL #
(beE Sre C a.) wMec* KE4'P
AMPlOe Ai PRECTEO 5N i D
GI r Y.
C
d..
L
O O
4�HIN
(N"DIK)
/L"MrY
(DAUAf1)
1...
1.- A T
iY1'pl[ Q ( NINNY LEE ar lL S�
MwEKE KPIJJIREO AUP/OR AS PIPE
PIRECTGO ST CITY O.O.♦14
M . PAY
wIVTY.)
TYPICAL PVC PIPE TRENCH
METER DOA T DG FQ-T trE
e 1-O OHLArf HOVEO EOIAL
IZ.( I'+ETERY
AI ,LE vA-VE
CORP STOP-,
COMP STOP
VI -END To PItOP%KTY LIME
ANO CONNECT TO PsbTEM1TY
SERVICE WIT" COFMRESswAM
TO IRON F11•S& TIMIRSLA.V
COUFLRIC. MUELLlR H-IS41
OR>r12. T ED EQUAL. (IF
WITH -C GAWV. tLT4NECT fLU4
w ITN ,PLU b)�,
1
FKOrEKT-f LINE
PLAN
�5'-8FROM ea c. FCVV TO METIR
FOM S' SOC WALK
•i i1�2' FROM PACK OF CURD TO NETGI.
FOR T. S' SIDE wALIC(NETER RAcm M m%pa
�AN(sLE. CHECK VAyV!
ILORD *gA,SA_Sj"i OR
AF %OVER EOu AL
� e
L -
TYFt'K
CoPfT9t PIPE
ELEVATION
INSTALL TYrEK COrPER
HORIW14TALLY,WITHOOT
JOINTS I&ETWEEN CORP
IGTIJP t ANGLE VAIvgE "W,
COMPRESSION JOINTS ONLY/
3/4 Is WATER METER &
SERVICE LINE INSTALLATION
NTS
"QT_r__
fwY TO pE FOG,-7 ITS S'44METCFC �r-FXpfdRTY
ORAfYQJVED EQUAL j LINE
21I
WI
N'X°Y4"X
TEE, i
CURS`
ALL SACK FILL L{rA SHALL SE CpbCTED
TO q5% OPTIHUN OEHf•ITY.
5
10 [CT PIPE
tore CR TLess THAIJ 9"(��"Mt fm
rr
5 MI mACK-
]HILL ens % MINUS 1'1'(1•MtTtR)
ceuSUEP ROCK.
TOTALrk�EVCHDEPTH MEASURED FFOH
TOP SUDGRAOE TO OTrOHOF TPEaKN ANGE LVALV
EXCEEE SU64,r E)
DS 4,S'
COKP STOP,
1!ENO TD refLTY LINE AMP
COMHKT TO PROFERTYSWVICE -
W/Com"Doofnow M Ilona PIPE
THMEAO
COurLIN(,M!l1[ETL, LrEWR
H-I4S ORRO PQQALG.
(if NAW
WITH ALVd
--
PLAN fY4'IMETRR
�5'-5' FROM 5^CKOF CuRD TO METER
FOR IS SIOEWALK
7-II k FKOM RACK OF C.URt! TO METER
FOR 7. S' 11pEWALK(METER FLatL'p w �)
L FORVOR CHECK VA.LV!
D HA C4- CRC
AFT'R47vED [p.I"-
Rio
]4 TY PE'K'
COPPER PIPE
INSTA� FE.K'� R ���FC
NORIEONTALL' WM14CUT
JOINTS, DFTWEEN CORE
STOP 1 TCG, USING
COMPRE"014 J0IN7-1aM'<`
3/4" DUAL WATER METER INSTALLATION
NTS
AS -BUILT FAC0010-91
THEE PLANS ARE AS -BUILT AMD THE INFORMATION SHOWN THESE PLANS ARE 'APPROVED' FOR �qT\
ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS OF CONFORMANCE WITH THE CITY OF AUBURN �p
THIS DATE' 10-8-92 ENGINEERING DIVISION'S REQUIREMENTS
APPROVED BY'-140, �LtwXA-e--YJ
DATE APPROVED,. IL-2.0-c!I
TOWNSEND - CHASTAIN Ni ASSOC, INC.
SURVEYORS - ENGINEERS
DEVELOMEW CONSULTANTS
(N 409 SOUTH 3rd AVENUE
1� KENT, HMSMNCTON 98032
1 (206) 854-2043
(� S/Z
*zlr-'� i
w.r LAKERIDGE DMLOPXEW7r' W.
nmar NORTH ME l00 '
SAN. SEW. & HATER - NOTES & DETAILS
aeie" ' DGL 't •r AS NOTED oaf
"wewa MD esr 7/91 1AW 89" �-+
91 D ll83
00
O