HomeMy WebLinkAboutS-312001REV SI1ONS: REVIISIONS
PER AROVECTLOtAL SITE PLAN
: REVtSIIONS PER
CITY OF RENTON aOi Aft rErITS
: RE111SO4S PER
CITY OF RENTON COMMENTS
: REV1SIOiNS PER
CITY OF RENTON OOrMEIITS
:REVISIONS PER
CITY OF RENTON CdIMIIENTS
CHANGES-
05-27-03 DJW
AND REDLINES.
06 -03-03 DJW
AND REDUNES_
06 -18 -03 O.IW
AND REDLINES.
07- 02-•03 DJW
AND REDO NES.
07 -15-03 DJIN
= Q
a: CL
Q O
CL Q
z
)OM Q
Z �
0
0 0
z z
a
Q z
a:
0
U_
r% O
CL-*-'
�a
LL Z
N
0
U
�
00
0E
Z
JO0
W ►- d
O
- W
Za
0 a:
Q�K
xb
9
(0Z CNJ
U
.r
So
E
= Q
a: CL
Q O
CL Q
z
)OM Q
Z �
0
0 0
z z
a
Q z
a:
0
o, n
ZZ
=�
s
U_
r% O
CL-*-'
�a
LL Z
N
0
LAzWO ir
00
0E
Z
JO0
W ►- d
O
- W
Za
0 a:
Q�K
xb
9
(0Z CNJ
U
�C
vE
So
E
Z N
fir
g 1*4
•c
d
rn
CA
o a�
a�
c�
o, n
ZZ
=�
s
w
7
zW
= J
U
W
cr
C
<-0
0
LAzWO ir
2
W
JO0
W ►- d
O
a
d
�=J
C
Q�K
xb
9
(0Z CNJ
U
O
w
7
zW
W
U
V
W
cr
C
0
W
W
Q
a
d
0)
C
0
xb
9
(0Z CNJ
m
O
(W� N
-0
Z N
it
Q 0
d
UU d
LL
0z
Q
Q� O
WWON
LL
�WCN
0 OD
mac„
zir
o OL. Co
30
A=LL
Q 0 C14
cc
0WQ_w
C. ()
Cr crz <z
0 00-owl
r
m
0
0
5
d
Z
III
ALL 90r RW44S SMALL
4•' CLEAiOUT WEE MTN BE 11COOMPLUSHED BY MEANS N 0 TEE
45' drip NO PLUG. OF A WYE AND 45' WW.
.+� us TWO 45' BENDS SHALL NOT 1. Pdw to irtstdetion of a sanitary sower connection.
Le 1A
ACCEPTABLE a sills -sewer permit must be purck Md iron+ * Cky of
_j BE Rentem gdlic Works Dspartronanc.
a�+e Tiw� far
are sop by Ow Deg rtmant
s Public
o.
Rui'Jber or neapreowe qa as ap ec'f o of by 6w ,
d a SINN be used an joints.
HOUSE MOUSE HOUSE d HOUSE I A► now- inurn 4rode.of 2R (1/4" per foot) mwst be
maintained with 4 pips. In the *vent a 2R gre"
cannot be maintained_ The owner must grant a
grade raisase to the City " than can instal
6- pipe at a grade of 1X
31
7•• 4, for inspection of side sewer. ca/ 24 hours
4" SEWER PIPE in advance. 277 -5570. Site must be ready for inspection
�B� �A REQU and represantative on site when inspector
YQRE ?NAN 45' I ). ,,,.,4" SURFACE � ( ) .. arrives ced cime. Sine sewer and stub
22NO CHAN�G,pE� N 4 SEWER PIPE, SEE NOTES 2 AND 3. per Cit .
��QUCIRE A �SURFAACE L WYE �T 4" TEST TEE 1MTH MINI fUM LINE SIZE FOR OTHER THAN the ditch unconnection a� the hares Do not t�ocicfd
PLUG FACE UP SINGLE FAMILY 1S 6'. given by the inspector.
CLEAMOUT WYE. = 4•• CLEANOUT (SAL Find approval wilt - be granted after the existing
WYE W TH PLUG septic tank ties bean pumped out and fled with sand.
PROPERTY LINE PROPERTY LIVE 5. Instal side sewer with 2' mWi on cover. 18"
Z ! 6' HMV. i 6•6x 4•• v
cover is alloweO at the house if outlet is shallow.
F ` F= I Z j (TYPICAL) z 6. If side sewer stub is not available. The owner shall
4n 1 an be responsM* for its installation. The side sewer
W MAIN SEWER LINE W W x shall be a minionum of 6' in site_ If tee is not
a%ad DID l*, the main sewer line must be tapped
thru o cost iron sodas_ AN work within
TYPICAL BUILDING SEWER INSTALLATION PLAN street right-of-way shall be don* by a licensed
and banded contractor.
Z 4" SOIL PIPE 7. NI work shall be 0000rrnptished in accordance
4" CALDER COUPLING ? IF THE BUILDING SEWER SERVES ANY FIXTURE with this War(+ an industrial Safety and
or 10 HAVING FLOOD LEVEL RIMS LOCATED BELOW THE Heath Act. A
OR EQUAL TO FIT d o ELEVATION OF THE NEXT UPSTREAM MANHOLE COVER
z o 8. NI trench r+estorotion for side sewers in the public
,n o SURFACE CLEANOUT _ v OF THE PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION right -of -way shall conform to the most current trench
4 "x 4 "x4" WYE c a DEVICE SHALL BE INSTALLED EQUAL TO TYPER 2 -84. restoration requirements as shown an dwg. #MR -23.
M in 9. AN building sewer and side sewers shall have
4" PIPING CID aPPI with drawing BW18C or
4 "x 4 "x 4" TEST TEE 4" CALDER COUPLING 10. There still be o minimum 10 foot horizontal anon
1 FACE UP AND PLUGGED z er OR EQUAL TO FIT �
Cr o between sanitary side sewer and water services and a
W = 4" NIPPLE ? SURFACE CLEANOUT minimum 5 foot horizontal separation between sanitary side
►o sewers and � other utilities.
_z 6 x 4 REDUCER co 4 x 4x4 WYE
r' W
i-E 6" COUPLING TO FIT 4" PIPING
z END 6" PIPE
W o ° REMOVE 2 "x4" STUD AND CAP OR PLUG PLAN
p Cr m ON END OR EXrS�NG 6" SEWER PIPE. BUILDING DRAIN
a ° AND INSTALL BUILDING SEWER COUPLINGS, FOR LOW HOUSE
to REDUCER, TEES, AND BENDS AS REQUIRED.
PROPERTYJ LINEI CALL FOR LOCATIONS BEFORE YOU DIG
La SEE SIDE SEWER DETAIL 48HR LOCATORS 1 -800- 424 -5555
p ? 6" PIPING TO 6' -0"
BEYOND PROPERTY LINE ADOPTED
Q W W 6" SIDE OUTLET TEE CITY OF RENTON
2 CL in SEE NOTE 6 SEWER MAIN
Standard plans
n' P.LAL� LST DATE : 12/96
BUILDING SEWER
INSTALLATION
TYPICAL BUILDING SEATER
SIDE SEATER (PROPERTY LINE)
TO BUILDING CONNECTION INSTALLATION PLAN
DWG. NAME : BR35 SP PAGE : B082
a
.e
• t.
*�w.w ,Mw.� .r.r► :�i I.wm now; omw own Mal amw IE , • , �
= ail r 4
. _ �, a . • i
° ' • • ,, iy ° 1 y I I r
(i d . .� . ^!1f � Y Y� •�/ a# .. 'a . t• . 4 .` • i 11 N. q i
: BLDG. C.O. t 11
-4 RIM= 33.3( ±) .a
INV. (6 ")= 25.20 �� i ' i I -
J.
�.
EXISTING PARISH � � �. . , � �
,.. - � � EXISTING
OFFICE,. . awn
° RECTORY Qn A '
,y ,. �erhong
•
O
wwrw X11 T 00M _ . u
� wws +war wrwr 0001 wwr ww.w D/
-- i a
umm Sam
�
a 4OcJ1 t
` •_.� __
It ... r , •�•.r_ta_jwtar_J' r__1��rr_...,..,.•. r__rw •r.�1.�a�.._r_____�wr___i -_ -_ l' ' __ L�_wr�r��rri_•i
jjJJ � � r
1a,
- SAWCUT AND REMOVE EXISTING
_� r
_ soil " .: .. am ,_ :.. ..� «. " :.. w .. ..� .der - .. w.., "
:3. «., two ::. Ai4VSMEN& W►PAIR /- RERLAGL .. ... .�.. «.. .�. ems It • -et
1` L . _L PER CITY OF RENTON
i ' I STANDARDS
4 •_wr wyww_rr .►_�_.ww ____� _ �______ w �._.
�E�._�._s th_T�3E
Pwilta�r�taw�r M�.�_a•�_ rrr�w _..err _.err _,w _>•f��y____ rr_rw *r�_.Mrww_ _�w••t•��___w_2 wraT,Rw _��wrw�l wl�tarwr___ L_w w L__ww�
--MEW-_ ✓, � f ' , ,i � / � ,- / fir. ..`�,° ._,..... • / �f �
I
. ... +6 PVC SIDE SERACE
»! r - .i.. ��. _ �► _ate► » 14. _ fin/. _.�► .. 400 0W .r
_��.. _ ��/
.miler. aa�► ��. �rl• _ r� _ .10401W . •fin _ 4001W _ tam- w 1�
e
. :.�' - - _..�.�..._ �, iIP �► .. �1111P _ ta��
� err •:, � '�. . ' ;. --- 1�-- ..
o
i
WHITWORTH AVE S.
• s'w 00/440
0 ,
.. �.' 00"-
b
6" 9LRDIIiG SEVAM POPE 1
TEE WTH 6" SIDE OUTLET
ar
aL
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE RON PIPE.
1:3:5 WAX
CONCRETE
BLOCKING
PROPERTY UK
6'-r
FUTURE
`- 2"x 4" STUD SERVICE MARKER PANT UPPER
PORTION nHITE ANS STDM ON SIDE
WORDING •SEWER' WAIN 3•' HIGH BACK LETTERS
AND 06 WARE W APPED AROUND THE SAO AND
EXTENDED TO THE TOP OF THE STUD.
UNLESS 07HERVASE APPROVED BY THE CITY. MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MANN MATH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE SEVERS TO EWSTING MAIN.
MTRnM CLAY, PLAIN AND REINFORCED CONCRETE. 01 PIPE AND CI
PIPE SEWER MAINS ARE TO BE CORE ORIN.LED
F'OeOPA00PS
SIDE OUTLET TEE
SEVIER MAN • EWER MAM
6 " MON. ,..C.U.-TE BLO KING ANGLE TYPICAL SIDE SEWER ELE
0 TEE AT _M N QVER 25 VA
E ON
NOTE:
UNLESS OTHERWISE 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 LOWER.
ADOPTED
Y CITY OF RENTON
� d + Standard plans
LST DATE : 12/96
STANDARD SIDE SEATER INSTALLATION
(SEATER MAIN TO PROPERTY LINE)
DWG. NAME : BR39 SP PAGE : B078
A PORTION OF THE SE 1/4 OF
SECTION 18, TOWNSHIP 23 N., RANAE 5 EAST., W.M.
• • ,.I
20 10 0 20
SCALES 1' - 20'
DATUM
CITY OF RENTON (NAVD 88)
BENCHMARK
BASE:
CITY OF RENTON BENCHMARK NO. 2123:
FOUND USGS BRASS DISC STAMPED "0462 ',
VERTICAL IN WALL OF POST OFFICE. 1.5' E
OF SOUTHWEST CORNER OF BUILDING
LOCATED IN THE NORTHEAST QUADRANT
STREET INTERSECTION OF HOUSER WAY AND
WILLIAMS. AS PER PHONE CONVERSATION
WITH BOB MACONIE ON JANUARY 11, 2001.
ELEVATION = 45.11 FEET.
SITE:
FOUND BRASS PLUG IN CONCRETE INCASED
AT INTERSECTION OF 4TH AND SHATTUCK
STREETS.
S - 3I ?00/
NOMS•
1. ALL WORK PERFORMED AND MATERIALS USED SHALL BE IN
ACCORDANCE WITH CITY OF RENTON "STANDARD PLANS" DATED
JANUARY 21, 1997.
2. EXISITNG UNDERGROUND UTILITIES HAVE BEEN SHOWN FROM THE
MOST CURRENT INFORMATION AVAILABLE. IT SHALL BE THE
CONTRACTORS RESPONSIBILITY TO LOCATE ALL EXISITNG
UTILITIES, SHOWN OR NOT, PRIOR TO COMMENCING
CONSTRUCTION.
ALL SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC)
3. RUBBER GASKETED ASTM D 3034, SDR 35.
SEE SHEET C -10 FOR STANDARD CITY OF RENTON SANITARY SEWER
4. NOTES.
ALL TRENCH RESTORATION IN THE PUBLIC RIGHT -OF -WAY SHALL
5. BE PER CITY OF RENTON TRENCH RESTORATION AND OVERLAY
DETAILS (H032, H032A & H033).
ALL NEW ELECTRICAL, PHONE AND CABLE SERVICES AND LINES TO
6. THE PROJECT MUST BE UNDERGROUND. LOCATIONS FOR THESE
FRANCHISE UTILITIES WILL BE DESIGNED BY THEIR RESPECTIVE
PURVEYORS. IN GENERAL, REQUIRED UNDERGROUND CONDUIT
AND PIPE, METERS, TRANSFORMERS, JUNCTION BOXES, ETC. WILL
BE LOCATED IN LANDSCAPE AREAS, UNDER SIDEWALKS OR IN
PAVEMENT CORRIDORS WHICH WILL NOT CONFLICT WITH
PROPOSED WATER, SANITARY SEWER OR STORM DRAINAGE
UTILITIES. CONSTRUCTION OF THESE FRANCHISE UTILITIES MUST
BE INSPECTED AND APPROVED BY A CITY OF RENTON PUBLIC
WORKS INSPECTOR PRIOR TO A CERTIFICATE OF OCCUPANCY BEING
ISSUED.
rt
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Date
Date
Date
RECOMMENDED
FOR APPROVAL
BY:
BY:
BY:
1:7PiAES MAY 6,
Uj 0
CO
Uj 0
> Q MoD
Q 00 0 0 00 -- o
0
U
1 I
z o ) � Cl
ZQWN NWZ
--I I.- Z ...... W
ozQNxNwU
41 Ir��LL
CL
'Tr3 v�
tou
�••I $Imol CU cti
• � � ..� -� ran
0
to rA X00
v
3
I
U
Cr.
I
U
r
z
=a
ZW
alww� I
co a.
PROJECT NO.: 00 -25
DRAWN BY: E>JW
ISSUE DATE: 04 -03-03
SHEET REV.: 07 -15-03
sawraRr SIDE SEWER
PLAN AND DETALS
SHEET OF
��. r ��• AI1' /�.rl►N "� i0. � SCANNED NOV • MM
•
Z
0
W
Q
a
d
0)
C
0
xb
9
(0Z CNJ
m
O
(W� N
-0
Z N
it
Q 0
UU d
LL
0z
Q
Q� O
WWON
LL
�WCN
0 OD
mac„
zir
o OL. Co
30
A=LL
Q 0 C14
cc
0WQ_w
C. ()
Cr crz <z
0 00-owl
PROJECT NO.: 00 -25
DRAWN BY: E>JW
ISSUE DATE: 04 -03-03
SHEET REV.: 07 -15-03
sawraRr SIDE SEWER
PLAN AND DETALS
SHEET OF
��. r ��• AI1' /�.rl►N "� i0. � SCANNED NOV • MM
•
I
0
a
w
0
z
a
d
C
xb
9
m
�►
I
0