HomeMy WebLinkAboutzS-3465SetL�
Ld
ry
0
II
0
0
u
V)
r)
Ln
00
0
0
(N
E
Cf)
C/)
I
U)
CN
3:
Q)
Cn
a
0
0`1
Q)
Q)
U)
�0
ro
C14
V)
O
O
O
CN
6*
li
z
uj
A R RE YOU DIG:
f-800-424-5555
FIRM
11 i'
"x,/
12
---- ------------
................... --- --- - . ........
M
. ... ... ... . .......... - - ----- --- - -- - -- ---------- r
.. ... .............
%
.............. ------- - -- ... ... ........
. . .... ......
P.O.B.
PARCEL,
x ma, m
-9070
q
CATEGORY 4
WETLAND
(FIELD LOCATED PER
CHAD ARMOUR ASSOCIATES)
795 SF
'MCT'A!
SEASONAL
TYPE N
STREAM
ii
032305 934
V00011 /.-'
TRACT'S'
x
E-431ffiv E f'; T- I N D El
Sn"Er'71" NO, T� I rip L
SS1
OF
3
Lf)
SS2
OF
3
z
SS3
OF
3
0
LJ
Cl)
z
>
0
LLJ
0
ry
LLJ
z
0
z
U.
0
m
V)
V)
LO
CN
V)
LO
L0
(.0
CN
N
x
71
0
ry
Of
LJ
r
ry
L�
Ld
ry
0
II
0
0
u
V)
r)
Ln
00
0
0
(N
E
Cf)
C/)
I
U)
CN
3:
Q)
Cn
a
0
0`1
Q)
Q)
U)
�0
ro
C14
V)
O
O
O
CN
6*
li
z
uj
A R RE YOU DIG:
f-800-424-5555
FIRM
11 i'
"x,/
12
---- ------------
................... --- --- - . ........
M
. ... ... ... . .......... - - ----- --- - -- - -- ---------- r
.. ... .............
%
.............. ------- - -- ... ... ........
. . .... ......
P.O.B.
PARCEL,
x ma, m
-9070
q
CATEGORY 4
WETLAND
(FIELD LOCATED PER
CHAD ARMOUR ASSOCIATES)
795 SF
'MCT'A!
SEASONAL
TYPE N
STREAM
ii
032305 934
V00011 /.-'
TRACT'S'
x
E-431ffiv E f'; T- I N D El
Sn"Er'71" NO, T� I rip L
SS1
OF
3
COVER SHEET
SS2
OF
3
SANITARY SEWER PLAN AND PROFILE
SS3
OF
3
NOTES AND DETAILS
Scale: N.T.S.
SCALE: VERTICAL- NAVD 1988
HORIZONTAL: 10.801 HORIZONTAL' NAD 198311991 CITY OF
RENTON
BONE DATUM
AT OFILL"S��LEI Planning/Building/Public Works Dept
IF NOT ONE INCH
SCALE ACCORDINGLY
d-b, 5 - 34656.1
S 5109
OF A Sy/
24661
/0 A L
EXPIRES :621 �1�
3/24/08
FiELOSOOK:
PACE:
SHEET: SS OF: 3
z
t/1 M
H
A
0
W
o
yH
r
O
3
m
V)
(n
I
Ln
04
N
3
i
Ln
N
N
3
s
i
ro
N
N
Q�
�s
a
I
N
N
N
X
Z
O
ry
ry
w
Of
w
ry
x
i
0
i
I I
O
I
0
v
V)
a
N
00
O
O
N
a�
E
F-
0
0
V)
V)
I
Q0
N
N
�i
V)
T
L
v
C
0
U)
C
0
c
01
c
a�
co
N
O
O
O
N
N
L.�
w
Z
w
J
U-
W
Q
Z
U
I..I..I
O
a_
r
LU
m
co
„
f / / / / / / // /f /,.::...... // %i / / / / / /:::`:.:e::::i / / / / / / / ///
V= MIW
U.
,. .. ,• ... j „ ,. ,. ., „ ,.., ., .,. „ .. .....• .• .,. ,• ., „ :S... .,.
STA. 10+00
r,,,,,,,,,,,,,,, ,
OFF
if A,- t, I $ t� I 7R
z
t
A PORTION OF THE E 1/2 OF THE SE 1/4 OF THE SE i OF ON RANGE
s~ SS
0
DEEM
I
10
20
40
rlm�
am
_sS „
f
s~ SS
19=2 '
IEL 35 0
_sS „
f
/
gl
6- SJ.
.,`'
• �' ,,.
`� ?fix
IE =436 0
1.
j
RIM = 420.81 � c� vCt �'w + 00A cow a' °-
STA. 10 +08.33, RT. "� �`� "r;N �;�
N:N
N';N r�;N r�3M r7'sM r7EM BEM d i�
IE =1 414.30 ( �' � €�' ��� �-� �-� -4- .y
IE =OUT 414,20 (5p )
Dote:
1 +0 13+ „"
11 +00 i4 +��„
Dote•
By: Dote
i
6- SJ.
.,`'
• �' ,,.
`� ?fix
IE =436 0
j
RIM = 420.81 � c� vCt �'w + 00A cow a' °-
STA. 10 +08.33, RT. "� �`� "r;N �;�
N:N
N';N r�;N r�3M r7'sM r7EM BEM d i�
IE =1 414.30 ( �' � €�' ��� �-� �-� -4- .y
IE =OUT 414,20 (5p )
Dote:
1 +0 13+ „"
11 +00 i4 +��„
Dote•
By: Dote
•
M
I
d'
Ln
Q0
I')
N
N
'D
.E)
N
X
Z
O
w
ry
I.
W
ry
X
I
O
I I
O
I
N
a
U
V)
d
LJO
N
00
O
O
N
L17
N
a
Q
0
7i
z
to
N
I
LA
Q0
N
/
N
a�
V)
V
Q
y--r
C
O
(n
/
Ln
C
N
C
c
a�
/
to
N
/
V)
O
O
O
N
Ell
6
17
w
i
w
J
IL
BEFORE CALL
1-800-424-5555
1T
24'x 24" COMM. CLS. CONCRETE
BLOCK POURED AROUND
CONNECTION TO MAIN
I i
`45
NOTE:
DO NOT USE WITHOUT WRITTEN
APPROVAL OF THE WASTEWATER
UTILITY.
BELOW STREET GRADE
6" ON 6" Y BRANCH
LONG 6" 1 /'8 BEND
STANDARD 6 " X MAIN SIZE TEE
SEWER MAIN
NOTE:
TO RAISE TO GRADE
USE S- ANDARD 6" SEWER PIPE
SIDE SEWER RISER CONNECTION
,y,
TO SEWER MAIN
C,
ADOPTED
I E,-
CITY OF RENTON '..
aI +
I
511 MIN
STANDARD PLANS
2'1' I.D,
LST DATE :04/04
DWG. NAME: 9081 SP PAGE: 8081
4" BEND AS REQJIPED (:1C NIOPE ALL 90' TURNS SAL- BE
THAN 45' 3J1D). EVERY PhD 4° CLEbNOUT WYE WITH 4CCOMFLISHED B MEA.PIS
CHANGE IN 6IRECTI6.1 CR GRACE 5' BEND AND PLUG. ( OF A WYE AND BEND.
WILL REQUIRE A SURFACE - -� 1 lli wl ! TWO 45 BENDS SHALL 140T
CLEANOUT WYE, II I I' a BE ACCEPTABLE.
w ! ¢
r w.
HOUSE o_I /' HOUSE cl HOUSE
I� -4" SEWER PIPE
I SURFACE "" 'T`.'PICALI
4" SEWER PIPE, SEE NOTES 2 AND 3. 6
rni / CLEANCOT ^
NryE 4 -ES- TEE WITH i MINIMUM LINE SIZE FOP. OTHER THAN
4" PLUG FACE UP SINGLE FAMILY 15 "
CLEANOl1T (TYPICAL)
'PROPERTY LIKE WYE WITH PLUG T� ( _PROPERTY LINE
brill. -6 "u 4" REDUCER
= - - (TYPICAL) F
:'.LAIN SEVER LHE
TYPICAL BUILDING SEINER INSTALLATION PLAN
_ F THE BUILDING SEVd--P SERVES ANY FIXTURE HAVING
=LOOD LEVEL RIMS LOCATED BELOW THE ELEVATION OF
s n THE NEXT UPSTREAM MANHOLE CO',,1 OF THE PUBLC
' o SEWER SYSTEM, A B.ACKFLOW PREVENTION DEVICE SUCH
o ? AS CLEAN CHECK EXTENDAELE BACKWATER VALVE OR
S APPROVED EQUAL SHALL BE INSTALLED. °L
SOIL PIPE
CALDER COUPLING
�- 4' CALDER COUPLING OP. EDUAL TO FIT
'�. OR EQUAL TO FIT o :v o
Ln -
SUP,FACE CL EAf40UT
QiR
SURFACE ° � 4 °x 4' 4" 1VYE
CLEANOUT 4 "n �1
\- 4'1' PIPII} iE Y -1 PING Cal
PLAN I -q "x 4 "r. 4" TEST TEE
BUILDING DRAIN - w FACE JP AND PLUGGED
no
FOR LOW HOUSE in o
4" pIIPPLn
s ' 6% All REDUCER
N 0TE S: 6" COUPLING TO FIT END 6" PIPE
Pna- to t I tan of '.t 1 e,re co a —mit must be w� z REMOtE 2"z4" STUD RIND CAP OR PLUG
purch —d h r. the sty of Pent- Public lmarks Depertoe ,' o� m ON END OR EXISTING b'" SEWER PIPE. AND
°. Types p' pipe end ttngs that can be . e tar sanitary severs shat. be approved a °
INS BUILDING SEWER COUPLINGS,
try the 1)2q,-tment of FublI, •narks. Rubber o. , -._ - sekets u_ sped,d by the REDUCER, TEES, AND BENDS AS REQUIRED.
man.t_cture;, shell be ue ed en joints.
PROPERTY LINE SEE SIDE SEWER DETAIL DWG BR39,
d oP 1/4' ' per toot) mu , t a :nt.l mad m'th 6° p,p, In {he w SP PAGE 8075
lento 2% q d c... -.not , a -ru -he cv r=r m.'st grant a grads -or.. to the w
e;y and , instal. 6 pipe at a grade of6L°'..e o �I, s 6" PIPING TO 6' -0"
>..� BEYOND PROPERTY LINE
For Asp t -a u a h : a
The p vn ¢ � w //////'''''' 5" SIDE OUTLET TEE
- tuber '3 it d Sir. be a t a and - o ( I SEE NOTE 6 SEWER MAIN
represent.( r.h p pelilm.d t.. Sd and stub yf
,,net betested p City f' f m t e t PLA('d
back `it the push —h appr., ml s gve, .,y the .spect.r -,,al app Kai v . a _ anted �(I� 1 BUILDING
after [he euisting sea..a tan'.: has bsen pumpsd cut a ^:d filled with sans._ SEWER,
INSTALLATION
5. Install side e will, 2 minlmurn .corer. 15" co�v s �:Ilm— at t- �cuse
outlet is shallow ?ve
6. 11 sides st_b re -pt ... lobe. The a shall be responsible for i-,n
n siallatlon eWThe sides shll be o of 6" If tea Is no: ,.floor., '.,
ew r n ^:imam In s.
unless .line ise oppro.eceb) the dt,� mos. Cap through ccet Ir e.dma g..,ad m CALL FOR LOCATIONS BEFORE YOU DIG
with stainless 31sel banes when ..... bring n side as s to o. -,ling n c� cc� 7L
sewer main
lain and reinfo- -d concrete, DI pipe d ct pipe se mans e to be c e 48HR LOCATORS 1 - -8 'G -4� .5555
drilled. Vitrlfled cloy pipe shall be cut and have o w tee eecti- al In. All v,arha
pithln street right -of --y stroll be done by a lieen>ed ofd bonded —1—t-
7, All work she be a .mpinhed In acaordance with the Washington Industrial Safety
-a Health Gat (VASHA)
e. An tre -m rest.ran.n f. side . n the p.blic 'fight -.f -way shoo .ofe.rm m - TYPICAL BUILDING SEWER
the most cu-bat trench restoration requirements a. ehov,n on dwg. #HR -2a. SIDE SEWER (PROPERTY LINE)
9. Sh oui,dl,.n s and side .suers shall have hedd'Ing In accordance Mth dr.oinq
BW'50 ar BRO9 oeropprrooble. TO BUILDING CONNECTION
-. shall be a m 10 fast h.ri_ental . :pa-a :inn be, ... n esnlmry side INSTALLATION PLAN
water se and o m 5 foot horizontal ......Us, her,,,,
erg . 6 Alma
sal Is s do..woreran all other tittles. L p ADOPTED
CITY OF RENTON
STANDARD P_.ANS
-o LST DATE: 04104
Cr3 'C15 Edit rotes DCd JDH
DATE RE`JIEICN 8`r' APPP.'D D1VG. NAME B082 SP PAGE 8082
1 I • / •
A PORTION OF THE E / 1/ , TOWNSHIP 23 N., RANGE 5 E., W.M.
KING COUNTY, WASHINGTON
12)4 „ -
1 4”
I
I 1
i
12 74" -
14:, _
CAST RONI K I` G
RECESSED
LIFT POCKET
5i" 11 nl r --- un
NOTES:
1. S" CLEANOUTS SHALL BE EASE JORDAN IRON WORKS, INC.
No. 3698 OR EQUAL. CLEAN OUT SHALL BE A WATER TIGHT .ASSEMBLY.
2. IN UNIMPROVED AREAS, POUR A V -D" THICK, 2' -O' SQUARE
CONCR -E, CLASS 3000, PAD AROUND TF: RING AND COVER.
4. IN ASPHALT ROADWAYS, RESTORE AROUND CLEANOUT PING AND
CCJ-P AS REOUIREC BY STANDARD DE -AIL DRAWING „R36.
CONCRC
CLASS
', i1GHT I
8 OR 6 INC3 CLEANOUT
' p ADOPTED
CITY OP RENTON
4 � O
STANDARD PLANS
LST DATE: 03 /2005
DIA +G. NAME: B076-1 SP PAGE: 8076.1
MORTAR FI -LET
NOT TO SCALE
MANHOLE FRAME AND COVER
SEE DRAWING BR29
(SP PAGE B074)
ADJUSTMENT (4" MIN.)
CONE
RUBBER CASKETED JOINTS IN
ACCORDANCE i ITH ASTM C -443
STEPS — 3/4' DEFORMED BAR
STEPS SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL.
MAX. PIPE SI7- — `E'
LADDER —STD. ALUMINUM
OP, GALVANIZED STEEL
CONCRETE SHELF
PRECAST BAS-- SECTION
OR CAST IN SHELF.
NCTES:
,y,
B,
C,
I D
I E,-
48" MH
48"
6" MIN.
511 MIN
_'4" MIN.
2'1' I.D,
54" IVIH
54"
8" MIN.
5.5" MIN.
24" MIN.
24�" I.D.
6D" MH
60"
8" MIN.
6" MIN.
42" MIN.
30" 1. D. I
MANHOLE FRAME AND COVER
SEE DRAWING BR29
(SP PAGE B074)
ADJUSTMENT (4" MIN.)
CONE
RUBBER CASKETED JOINTS IN
ACCORDANCE i ITH ASTM C -443
STEPS — 3/4' DEFORMED BAR
STEPS SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL.
MAX. PIPE SI7- — `E'
LADDER —STD. ALUMINUM
OP, GALVANIZED STEEL
CONCRETE SHELF
PRECAST BAS-- SECTION
OR CAST IN SHELF.
NCTES:
BACKFILL MATERIAL
1.
STEPS TO BE 3/4" C DEF03NIED EAR GA'_k'ANIZED SAFETY STEPS OR EQUAL.
x
1
STEPS ARE TO EE IIJ PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
CONCRETE CLASS C
3,
CASTING TO BE PER DR.AWNG BR-19.
�
4,
MANHOLE SECTJNS TC BE OF REINFORCED PRECAST CONCRETE.
1/4 I.D.
5,
ALL JOINT--S[-ALL BE GROUTED.
(CLASS A, DESI, �A_ t
6.
SANITARY SE'IvER IAAKHOL S -4A-L HAVE ALL 'INTERIOR SURFACES, INCLLDING CHANNELING,
BACKFILL MATERIAL
—�-
CL.ATED (SEALED) 'ABTP A HIGH SOLIDS URETHANE COATING, WASSER 1KC- AROSHIELD OR
g'
BEDDING tATERIAL
APPROVED EQUAL; COLCR OF COATING SHAD_ BE WHITE.
=0R RIGID PIPE
'SEE MOTE 6) —
7.
RUBBER GASKETED JOINTS SHALL DE IN CONFORMANCE WTH ASTIU C -443.
! ZEP.O
8,
CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE.
SANITARY 1AANHOLE
9.
CONNECTIONS TO MANHOLE SHALL BE Iw ADE USING GPIs ADAPTOR, KOR -N -SEAL BOOTS OR
APPROVED EQUAL.
'TYPICAL DETAIL
10.
MANHOLES EQUAL TO AND GREATER THAN 20 FEET DEEP SHALL BE A MINIMUM 60" DIAMETER
AND HAVE A "SUPETRACK" CLIMBING AND FALL PROTECTION SYSTEM IJGTALLED.
Y p
ADOPTED
`-�
CITY OF RENTON
STANDARD PLANS
-- �)
LST DATE: 04/04
04/10!03 Revised nc tes. DMC
1 "96
Added note
r, AG
�iG
TE
_
RE`•,rISICP,I
B" :,4PPR'
Da +JG. NAME:
8071 SP PAGE: 8071
W (SEE NOTE 4) LIMITS OF PIPE ZONE
BACKFILL MATERIAL
CLASS B
(SEE NOTE 5)
x
CLASS _
6"
CONCRETE CLASS C
;SEE NOTE 8)
�
FOUNDATION LEVEL
C
�\
1/4 I.D.
6" MIN.
6" MIN.
(CLASS A, DESI, �A_ t
c" M. ?I.
W (SEE NOTE 4) LIMITS OF PIPE ZONE
BACKFILL MATERIAL
—�-
(SEE NOTE 5)
g'
BEDDING tATERIAL
?
=0R RIGID PIPE
'SEE MOTE 6) —
'\
:, x
FOUNDATION LEVEL
! ZEP.O
(CLASS B, C, D, DESIGN)
BEDDING FOR RIGID PIPE
W (SEE P10Tr 4) LIMITS OF PIPE ZONE
Jo-
BEDDING MATERIAL
FOR FLEXIBLE PIPE
(SEE NOTE 7) —
FOUNDATION LEVEL
(CLASS F DESIGN)
BEDDING FOP, FLEXIBLE PIPE
NOTES:
1. PROVIDE UNIFORM SUPPORT UNDER BARREL
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY"
OVER PIPE. HAND TAMP ONLY.
4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY
SEWERS SECTION OF THE STANDARD SPECIFICT.ATIONS FOR TRENCH WIDTH
"W" AND TRENCHING OPTIONS. THE PIPE ZONE WILL BE THE .ACTUAL
TRENCH WIDTH, EXCEPT FOR CLASS A BEDD9,1G. THE PAININIUIM CONCRETE
WIDTH SHALL BE 1 -1/2 I.D. + 18 ".
5. TRENCH BACKFILL SHALL CONFORM TO "BACKRL'ING SEWER TRENCHES-
IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECK(C ATIONS,
CXCEPT THAT ROCKS OR LUMPS LARGER THAN 1' PER FOOT ) PIPE
DIAMETER SHALL NOT BE USED IN THE BACKFILL NIATERIAL.
6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE 9GGREGATES SECTION
OF THE STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS.
SEE "BE00!iJG INATERIAL FOR FLEXIBLE PIPE" Ili THE AGGREGATES
SECT16N OF STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS.
B. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW
LINE IS MAINTAINED.
BEDDING CLASS DESIGN
DIMENSION
CLASS A
CLASS B
CLASS C
CLASS D
CLASS _
6" mm.
A
1/4 I.D.
6" MIN.
6" MIN.
ZERO
c" M. ?I.
12" MAX.
B
1/4 O.D.
1/2 O.C.
1/8 D.D.
! ZEP.O
0. D.
PIPE BEDDING FOR SANITARY SEWER
ADOPTED
CITY OF RENTON
STANDARD PLANS
♦ e LST DATE: 01/05
DWG. NAME: E077 SP PAGE: 8077
0
1 OR
SANITARY %*i%EWER PROFILE
NOT TO SCALE
3/24/08
FIELOBOOK:
PACE:
SHEET: OF:
SS3 3