HomeMy WebLinkAboutWWP2703684.213'r24' PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC,
INC. 8CF SERIES NSBCF 1324-18 WITH 1.75' THICK DUCTILE
IRON ❑ AMON❑ PLATE COVER EQUAL TO MID -STATES PLA"C5°
INC. MSCBC-1324-R WITH REDER LID AND 2' DRILLED HO-E
FOP. TCUCHREAD PIT LID (SEE DETAIL A -A)
9' MIN
12" MAX
-FINISH GRADE
r -
aw
_ - O
36" MIN CDVEP
22-1/2-
OTY
mm-E
PIPING
PPOG
z (
IN UNIMPROVED RIGFT OF
WAY INSTALL METER BCX AT
F'
PRCPERTY LINE WITH 12'
LONG COPPER TAILPIECE,
of
9D WALK
Of
7.7
�TOUCHREAO WATER
M -TER TO BE
SUPPLIEC BY THE
12.
z a
CITY
TYPE 'K- SOFT
COPPER TU31NG
NEW DUCTILE
IRON
I
WATERMAIN
%
E s-RVICE LINE TO HOUSE IS
Jr TO BE INSTALLED IN THE FUTURE
INSTALL FORD C14-33 OR
COMPRESSION COU'LING
- LOOP DOWN TO CENTERLINE %
OF WATER MAIN TO
PP.OYDE SLACK IN OCWPE< :
COP�RSETTER FOR 5/H'x3/47 METER_ FORD
I� SERVICE LINE TO METER.
ASH72-15M'-44-33tx OR McD•ONALD BRASS 21-215WC4?33. D�
E
MUELLER. 3,,4-3-2470-2 WITH ANGLE HALL VALVE ON INLET AND
%
SINGLE CHEC- VALVE 3N OUTLET
L CORPORATION STOP WTH BALL 'rALVE. FORD
COPPERSETIER FOR 1" METER: FORD Vl#172-15W-44-44G, OR
TAPERED THREAD ICC). QUICK JOINT
McDONALD fTR.ASB- 21-415WMO44, OR MLELLER: 1-B-2470--2
(3/4- FBIDDO-3-0) OR AY MCDONALD 4701E
BOTH INLET AND OUTLET LATH QUICK JOINT- PADLOCK WINGS ON
(1' FBl "-4-Q) DR AY MCDONALD 470113
INLET ANGLE BALL VALVE AND SINGLE CiECK 'VALVE ON OUTLET.
AL_ FITTINGS SHALL BE WITH OUI(Y JahT,
NGTE:
ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE
CAST-IRON EQUAL TO OLYMPIC FOUNDARY_ EXPANSIO\ JOINTS MUSH BE INSTALLED ON
BO-H SIDES OF METER BOX_
ti
_ DRILL 2' ati HOLE FOR AMR (AU-OMATIG
�I�F METER RE,.D) TOUCHREAD DEVICE
f `
L 2-1/2' LAIN. FRCM NEAREST
AND FRON- EDGE OF PIT LID
TWICAL
RIB
3/4- OR 1"
GALVANZEC
PLUG
NOTE:
THE CEN-ER OF TH- HOLE MUST BE AT LEAST 1' FROM
UNDEP.NEATH RIBS JNLESS TFE RIB SPACING ALLCWS THE
NUT TO 1GHTEN AGAINST THE O=EN SIDE CF MORE THAN
ONE RIB-
PUBLIC WORMS 4 AND 1" WATER SERVICE fD- PLAN - 30-1
+ � +
DEPARTMENT
NOVEMBER 2CO9
6" BUILDING SEWER PIPE
WITH 6" SIDE OUTLET
6" SIDE SEWER AND EIUILONIG SEWER
1:3:5 MIX
CONCRETE
13LOCKING
PROPERTY LINE
z .
b FUTURE
BUILDING SEWER
W
Z 6"X5"X6" WYE �2"x 4" STUD MARKING POST PAINTED
J SURFACE CLEANOUT NTH WHITE WITH THE WORD 'SEWER' STENCILED
CAST IRON RING do COVER IN 3" HIGH BLACK LETTERS AND s6 WIRE
w (SEE STD. ❑RW 403.1) '!RAPPED AROUND THE STUD AND
EXTENDED TO THE TOP OF THE STUD.
a
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN
LINES ARE AS FOLLOWS:
A. VITRIFIED CLAY MAIN - CUT IN .A NEW TEE USING FLEXIBLE
COUPLINGS (FERNCO OR APPROVED EQUAL).
S. CONCRETE MAIN - CORE -DRILLED NTH A ROMAC SADDLE (OR
APPROVED EQUAL).
C. PVC MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED
EQUAL) OR CUT IN A NEW TEE USING RIGID COUPLINGS.
D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR
APPROVED EQUAL)
E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE
AT MANUFACTURED KNOCK -OUTS OR THE
STRUCTURE SHALL BE CORE -DRILLED.
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE.
'� 6" SIDE OUTLET TEE
t SEWER
6" MIN. MAIN
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25
ELEVATION
NOTE:
UNLESS OTHERW15E SHOWN ON PLAN, SIDE SEWER SHALL HAVE
A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS -OWER.
� PING a �,NO
X �
G� 2% MIN SLOPE
HORIZONTAL
R MAIN
TYPICAL SIDE SEWER ELEVATION
r _
4 PUBLIC WORKS STANDARD SIDE
SO R SAD• PLAN - 4054 -
DEPARTMENT (:EWER MAIN TO PROPERTY LINE) MARCH 2O10
WARNING:
THE UTILITY LOCATIONS SHOWN
ARE APPROXIMATE ONLY. DEPTH
UNKNOWN. CALL 1-800-424-5555.
����
r•; Ih rye ',I � ',,,.., . r.11rI rat �a
j �X
/ ff
A.
HTd=. OR .aC� . a'S = / /
/ r
fx 4
`e
\"
.F'JTFn I INF CR
6" IF1:• rT- nCF C_r,.55 '3 / I.. LANE _If.-
c.S W N.
^" -)rnT1I ''^r
Gf?Ir•IL' ��<4.�:•,b't,Ul ^•h> NLbrl':;'vL
r = 6, 5' M I F,
- 1 I• I' I' lit :J I xl tF.f3 ;r'dl MI N
bl I I NI V, " P - I F.11 M1. R•.11 r•.
i/
H'rl:, Jh' iA_.AV'd t' 'btt tILIt Lj
/.
Cl ^ F 'R- E' wFLSHED SLFF%,C F G TOP LO_P.SE,
% rrvMP:ACT TO 33 M:OFIED P=CC-CR.
`. � - CI?.!i I I: SU '1 ::: ;IPJ:[ ItA' C:R )L•ti :ill?
fJAIIVL NrI=hIA_ It APhHU1'_: 1 *1 IIIAU
.._ \ �� RY TFF FNGIFd===, C(Al'A, T
,h PT I _I u1 'r- -L O F1'_,POSE) MAGI LD 'HJC JN,
I!IR CV-4)
PI INS PI _ u c r rJ : H ,P 1,7 FI-E 7CNE EED 11,C MAT-- 1 ,•1J CONNECTON
NLLLII IL ?LW: _A U,ll AS EEO-IP.SI E't T-1E 'ASCOT 'T•*IIDFRD
3T IL ,F- • F--I i 'e••,TIOA _-Q1= 1 8 SFFC rIC%+TI AF FOP -H- T FF 0- vFRwVFFJF�IT
lt-E ,',_L_L.
F:R NOTFS, S=F ST;4-,DAIPF P All 11'F:l
PITBLtc ANORI.S+ TYPICAL TRANSVERSE PATCH M. PLAIT - 110
` J�+ DEPARTMENT FOR FLEXIBLE PAVEMENT
�-/ Pv1.AY 2I)Uy
8110MIN. RODF GRAIN STUB WITH CLEANOur, TYP
LOT LTYP
I�
I
i' HW
PRIVATP ROOF OBAIN - PUBLIC STORM SYSTEM
1 GIJUEOTOR PIPE; PRIVATE STORM SEWER
I I 8-0 Mal., SAS' MIN- BETWEEN GTR OF PIPE AVID FLOW.
o.sx Mw. sLaPs,
i 2 FT. MIN. COVER
CLEAMUT, TYP.AT EVERY SIP,
I I CURB• 81DEWALK OR 2ND 46• BEND. AND AT 889 FI. AX SPACING ON
% RO.W. LINE SIRAW11T SECTIONS
PRIVATr JOIN
UTILITY EASEMENT. - ROOF DRAIN TO CONNECT 8'ITO CITY CN, MIN, Slat TYPE
S MML WM'M
NOTES:
1. PIPE MATERIALS ALLOWED: PVC, LCPE, TRIPLE WALL POLYETHYLENE t 8 DI. IF NECESSARY FOR STRENGTH)
2, THE ROOF A FOCrrING DRAIN SYSTEMS AFP PRIVATELY MAINTAM0
3. FLOW PATTERN SHOULD BE TO THE NEAREST CS IF GRADE ALLOWS, OR TO THE NEXT DOWNSTREAM CB.
4. ROOF DRAIN COLLECTORS MUST BE ANALYZED FOR CAPACITY. SIZED FOR 25-YF-AR PEAK FLOW.
TYPICAL ROOF DRAIN �. PLAN _
PUBLIC WORKS COLLECTION STORM SYSTEM _
DEPARTMENT CIVIL PLANS
MARCTT 2008
®CONSULTING 34400 8th Avenue South ENGINEERS L L C 7 y'�E. .�
Suite 205 I® I I Qr I r✓
Federal Way. WA 98003
FEDE1tAl wAr (293) 876-er u
www.esmcivil.com EVERETf (425) 297-9900 / ✓
Civil Engineering Land Surveying I Land Planning 42334'
Public Works Project Management Landscape Architecture C/SQ
ESM JOB #258-040-012S�ONAL E
0
FIRST SUBMITTAL
1
SECOND SUBMITTAL
2
THIRD SUBMITTAL
3
FOURTH SUBMITTAL
NO,
NF
kW
O Farm iT, TYR
CAP AND WHLRE
:•-%mot 4 CJ_FANOUrr IS IN
PAVEMENT; IMN MNG 6
.:
COVER PER WOO NII47
OR EauwALENTEwr
"`= + CATCH MAIN - AREA DRNN
TEE r:
tr r PROPERTY LINE
U _ +
L. _
�L -
a W SETND
PBMIANENTCAPORCONNBGTPm
PRIVATE, JOINT USE LRILITY Ommlk r` �.:)
d� - 4V WYE
i TEE, CRUM, OR45° WYE AT aENa3
OLEAN-0UT WITH
r1. PERMANENT CAP CLiA"UTOETA&
N.LR.
CATCH BASIN - AREA ORA^
�RCt'ION A.A
ALIGN PIPETOM OR
PLAICE ROOF ORM N
HIGHER,
3 IA r-- ------{
-•AP ES -�
;;GL_-:; 02 _IYL
111
TO PORARY CAP ON END OF ROOF DRAIN STUB
MARIEO BY riW STAKE
PLACE CLEANOUT AT 3W MAX SPACE. AT Or BENDS,
EACH 2ND W SEND.
PIPE ENDS
SRC'TION N
NOTE:
MIN. PIPE SIZE Ir O
PPE MATERIALS ALLOWED: PVC, LINED CAE, TRIPLE WALL
POLYETHYLENE, 01 (IF NEEDED FOR STRENGTH).
PLBLt' I40RKS TYPICAL PRIVATE ROOF DRAIN STD. PLAN - 225.i0
* DFPARTMFNT COLLECTION SYSTEM
CROSS SECTION MARC-T 2008
BACKFILL
24
Sm A�
FILTER FABI
AROUND TR
4"0 RIGID
6" MIN SF
OF PIPE A
-WASHED F
1.5"0 TO
VARIES
1 A
Ig
a
I
PIPE ALLOWANCES
PIP!���
SIMON
FRAM AIG VANRa GNATS
REI IP RCED OR
12'
PLAIN CO CWTE
<.-
ALL METAL PIPE
15"
SC --... -
_r �
'P
CP914P4
72"
•:,
r .
SOLID WALL PVC
/5`
(STD. SPEC 9-05.12114
jr
P RCF1LE WALL PVC
115"
I8'OR t2•
(STD. SPEC 9-e6.12I2H
_ 1i
* CQRRUriATEO POLYFTHYLEW
- •
STORM sEwER PIPE
'•:� ONE w BAR HOOP FOR V HFI61-fT
TWO 03 BAR HOOPS FOR 1T HFIGHT
RECTANGULAR ARJESIMENT SEC7TON
OFF
q
NOT!!
y
1. As aac"bis aEematMes to vne rabar shown In the PRECAST BASE
"II
SECTION, thews (planed according to the SWndwd Speaifiat ions), or
having D.12 hones foot
-
a.�
alma mesh a minimum waa of square per shall
be used with tie minimum requI ed rebar shown in the ALTERNATWE
= 7
Z
PRECAST BASE SECTION. WK mesh Shal not be placed Inthe
/
�•
+
knadmuts.
43 BAR EACH CORNER -"�.
4 � '
+� -
-L`-
_
2. The WxKko A d6vneter Shell not be greater tian 20". K xx*ouio did
hom a YmN thidunas of 2" rnir11Ir um to 2.5' rmudi, Lmn. Prov is a 1.6"
"
n 1•
minir um gap between the knodnA wal and the outside of the pipe.
Atler the pipe is insured, tithe gap with 1oiM mortar in accordance
wA MR EACH S
: '' q
with Standad Specification 9-04.3
3. The maxlnlm deM hum to frNsheo grade to the lowest pipe Invert
a1gN be 6.
fIBBAR EACH WAY
--"`y -
PI�GYST tgAN tl■C7MN
4. The frame and grale, must be issUled Win the flange down.
5. The PItl4aBt Be" Secvon may have a IoundNM floor, antl i,e well ►Ray
be s loped at a Rde of 1:24 or sleeper.
6. The opw*tg shall be measuied at the by Of the preomt base s4>GUon.
7. AN pIckW holes shag be grouted AM after the be* has boon placed.
8. AN grade rings and castings Shall be set in mortar in accordance with
Standard 3peaficalioin .3.
N3 BAR EACH CORNER
18` MIN.
03 DAR HOOP -
Sm NOTE t
ALTERNATIVE PRECAWT ■BARE 18Eti.'TON
PUBLIC 'YORKS CATCH BASIN TYPE 'I SM. PLAN - 200.00
�r . --
DFP:1RTbTFNT
�•_� IAARC-T 2008
L
4"0 SOLID PIPE
r I.Ivry r Ll�r yr v-�r �✓ r .r �
OR 6-0-FLEXIBLE PERFORATED PIPE
HOUSE
368402
CHECKED FOR COMPLIANCE TO CITY STANDARDS
PROFLE VON
1
SINGLE FAMILY ROOF DOWNSPOUT INFILTRATION TRENCH
NOT TO SCALE
ESM
2/04/ 1 3
SURVEYED:
SCALE:
ESM
3/28/13
DESIGNED:
ESM
4/25/13us
ESM
6/06/13
DRAWN: ER
CHECKED:
REVISION
BY
DATE
APPR
APPROVED
VERTICAL: NAVD 1988
N HORIZONTAL: NAD 19B3/1991
ONE INCH DATUM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
R CITY OF
hl
RENTON
Planning/Building/Public Works Dept.
N 26TH STREET SHORT PLAT
UTILITIES PLANS
DETAILS & NOTES
06/06/201
7ELDBOOK.
PAGE
DRAWING NO:
UT-02
SHEET: 2 OF:
z
Fj
�N
`U
r
y
So-