HomeMy WebLinkAboutzS-3305SetW
N � O
g i l l rn
Ld w
Y � V)
z ry
(n
W
R
(n N m
a
W �
C3 ct
6 vl W 4
i�
J o
a �
O a
m
2
N
b 4
� o
0
N
C
i
FND 1 112 BRASS
SW 1/4
DISK IN CONC MON
!
IN CASE
(912005)
I i
i
-
�I
�i
W'
�IN
n!
ro
W I
L{_ , 30'
�-- ----rye I
1 +01 -4. ' T !
EX SSMH,
RIM =1S .49 i . 00
�-- 1E =186.9
INS -
EL= 96.55.
PORTION
OF THE NE 1/4 OF THE
SW 1/4
1E= 196.31 ,.
_ -'
Eli
I
i
FAD REBAR BELOW
SURFACE 0.2'
OF
SEC
7, TWN. 23 N., RG. 5 E.,
W.M.
j
.06
5 =200' -
_ _
- -- 4
39.98'
4 +30 END' NEW -'
- - SO106 03 "W
40.02' 40.0 ' 40.02'
40.02'
X40 02,
39 93'
- - -- A
ASPHALT
-- --?- 4
\�
1 " =20'
4120 -3.7LT N
NEW SSCO,#1 -
- ---
- _
RIM- 199:99 I
IE 19565 -6
7E- 195.29 -8 N! I
rl I
10
�1E= 195.39 -6" W E. J
I r
I 1
W.4 TERMA14 -
,o,
°roe
I F
FND BRASS DISK
o'r
T o
' }
r
FF= 195.73 FF=196 70
FF=19839
n J
Iy o j
y
FF- 19:90
N OtiO� N _
cj
00 ^ o, �,
" FF 799.30 _
6
_l
SO10603'W
14.00
L
o °
N° �0 3106 25'LT 3 +34 -25LT j
-
6' SS STUB 6' SS 57UB
SLF 6' PVC 25LF 6' PVC
3 +94 -25'LT
6' SS STUB '
25LF 6' PVC,
- -- 1E =195 9
' m Q
4113 -25 %LT y
6 SS STUB 10' VF S$ -
25Li - 6Y PVC EA 'T
192.7 dE =19370 F -
I X R j95490 4 +5 -7UB i
f a N °o �� W 6 SS7UB
------ °�� v.' °•= �' - - - -r - - - - - 33LF 6'.PVC
lr V
25.98' \ 40.02" 40.02;' 1(L02'
EX 319LF 8'CCP SS S =2737
j 5010603 °W 3900 6_ I ___ - _ -
il L- -
I
°
40.02' _
1E= 196.31 ,.
_ -'
Eli
I
i
FAD REBAR BELOW
SURFACE 0.2'
(9/2005)
-
I
-
1,
E.
R,
/E
DA T1
11
- _-
,AWL ROAD g --LIND At V NYY o a - a - c
t I I TW =201. b TW 201 TW 202
BW =197.0 BW 198 Ex tiu BW =200
1281.75' (MEAS) S 010420" W S 01.0420" W 640.47' (CALL)
40 2
2` 4
40.02' _
1E= 196.31 ,.
_ -'
73LF 6" SS STUB 4 +9 .
j
.06
5 =200' -
_ _
- -- 4
4 +30 END' NEW -'
^ 4
- - -- A
ASPHALT
-- --?- 4
4+20 -191T
-
4120 -3.7LT N
NEW SSCO,#1 -
- ---
- _
RIM- 199:99 I
IE 19565 -6
7E- 195.29 -8 N! I
rl I
10
�1E= 195.39 -6" W E. J
I r
I 1
W.4 TERMA14 -
II I
I F
FND BRASS DISK
--
I f 1 60.00' VC ! 40.00' VC
40.00' VC PVl STA = 3 +40 N
H1 POINT ELEV = 197.08 LOW POINT ELEV = 196.58
LOW POINT STA:- 2 +50.24 0 �PVI ELEV - 199.10+
y Hl POINT STA = 1174.5 0
CN A.D. -2.77
2 C' o 2 PW TA - 1+ o PVl STA = 2 +70 0 _
�Pl� ELEV = 19 184 ^ + P ELEV =' 1.9638 ° W o = 430 -2.-1 SL'PE
2 W7 5- ° -2 a° ' j N O1 A.D. 4.69 U W. '.� W p� I i + ti F0= 199.52 ;
K= 79:31 i v v K- (12.-80 W W m m v Q
2001
-S
- - I L' EX 191E 8 CCPi -2.739 E SSMH AT I
= -
-'- _
190- - - - -- -
- --
' - X 195.2998IV
' I
1
SCALE
H0 Z .. -20'
VERr 1,'--5'
111-4.51 T
SSMH
4= 196.49
M ELEV
0.00
- ^ o O O C)
h Oi
�o of
O
1 +00 2 +00 3 +00 4 +00 5 +00 D I
BY DATE
90501 SITEDWO
SEWER
SCANNED OCT 2 7 2006 CO
a1 v
t
1 +00 2 +00 3 +00 4 +00 5 +00 D I
BY DATE
90501 SITEDWO
SEWER
SCANNED OCT 2 7 2006 CO
a1 v
t
M
1 �
u
N a o
Ica
C
0
o rn
rn
cy-
Q
cr- J
Ld
W
QY (0
J �
or_
v) ~ u J
LLJ o
CC Z
G
k,
pV3 v9 m o
2
a x
W V)
a(
R I
O � N
a
�Z
a
a
3 o
y� z
o �I
f
SA Nl TA R Y SEWER NOTES & SPECIFICATIONS
SANITARY SEWER NOTES AND SPEC117CA770NS
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
SPECIF7CA770N OF 7HE CITY OF RENTON U77LI7Y DEPARTMENT AND THE LATEST ED177ON OF
THE WSDOT/APWA STANDARDS AND SPEClF7CA770NS
2 ALL CONS7RUC770N SHALL BE IN ACCORDANCE WITH ?STANDARD SPECIFICA77ONS FOR
MUNICIPAL PUBLIC WORKS CONS7RUC710N? PREPARED BY WASHINGTON STATE CHAPTER
AMERICAN PUBLIC WORKS ASSOCIATION, LATEST ED177ON (APWA) AND CITY OF RENTON
STANDARD SPECIFTCA RONS
J. ALL LOCA77ONS OF EXIS77NC UnU77ES SHOWN ARE APPROXIMA7E AND IT SHALL BE 774E
CONTRACTOR ?S RESPONSIBILITY TO VERIFY 774E TRUE AND CORRECT LOCA77ON SO AS TO
AVOID DAMAGE OR DIS7URBANCE
4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, ME774ODS AND SEQUENCES OF
CONSTRUC77ON AND FOR THE SAFETY OF WORKERS AND 07HERS ON 7HE CONS7RUC770N SI7E
5. IT SHALL BE 7HE RESPONSIBILITY OF 774E CON7RACTOR TO OBTAIN S7REET USE AND ANY
0774ER RELA7ED PERMITS PRIOR TO ANY CONS7RUC770N
6. PLANS APPROVED BY 7HE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE
PRECEDENCE OVER ALL OTHER PLANS
7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB S17E WHENEVER CONSTRUCTION
IS IN PROGRESS
8. 774E CONTRACTOR SHALL PROVIDE 774E CITY OF RENTON W7774 AN AS -BUILT DRAWING OF
774E SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED
PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
9. 6ACKF7LL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS W7774 A
LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING
EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND
FOR ONE PIPE DIAME7ER ON EACH SIDE OF 774E PIPE OR TO 774E SIDE OF THE 7RENCH.
MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED.
10. OPEN CUT ROAD CROSSINGS FOR U77LITY 7RENCHES ON EXIS71NG 7RAVELED ROADWAY
SHALL BE 8ACKF7LLED W7774 CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE
EXIS77NG ASPHALT SHALL BE NEATLINE CUT W 7 SAW IN A COA177NUOUS LINE. A
7EMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPAC770N. A
PERMANENT HOT MIX PATCH SHALL BE PLACED W771IN 10 DAYS AND SHALL BE PER CITY OF
RENTON CURRENT STANDARDS
11. DATUM SHALL BE CITY OF RENTON, 1988 NA VD.
12 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO
THE SA77SFAC77ON OF THE DEPARTMENT FOR THE PREVEN770N OF ON -SITE EROSION AFTER
THE COMPLE77ON OF CONS77?UC770N.
13. ALL PIPE AND APPUR7ENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDA770AI
IN ACCORDANCE WITH SEC77ON 7 OF THE CURRENT STATE OF WASHINGTON' STANDARD
SPECIFICA77ONS FOR ROAD AND BRIDGE CONSTRUC77ON. THIS SHALL INCLUDE NECESSARY
LEVELING OF 7HE TRENCH BOTTOM OR THE TOP OF THE FOUNDA77ON MATERIAL, AS WELL AS
PLACEMENT AND COMPA077ON OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT
THE EN77RE LENGTH OF THE PIPE WLL BE SUPPOR7ED ON A UNIFORMLY DENSE, UNYIELDING
BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE.
14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKE7ED ASTM D
3034, SDR 35, OR DUC77LE IRON CLASS 50.
15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12
INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE 7N ALL DIREC77ONS
TO MATCH PAVING.
U77LITY SPECIRCA77ONS
C \SDSK \ CITYNO TES \RENTON \U17LITYSPECIRCA 770NSDOC
Q
w
0 000 314" SPACES SPACED -314" 12 "0 [-4 314"
0 0 0 AS INDICATED -HT. 7/8" FIBER JOINT
—
13 0 PACKING
m 000
1/8" RAISE -1/2" WIDE 1/8 BEND
1'
BORDER
10"
z
w
w
- - =`- -- - -- PLUG SEALED IN SAME
7 3 4' "MANNER R AS S MAIN SEWER JOINTS.
8„
15'
CAST IRON RING AND COVER MATERIAL
AS SPECIFIED. CLEAN —OUT DETAIL
-
CASTING INLAND FDRY
r �
'i
PROPERTY LINE
OR EQUAL PT #714
SIDE SEWER MAIN TO
BUILDING SEWER
25
SEE DETAIL 5.1.4
ADJUSTMENT 4" MIN.
o z
, FUTURE
6" SEWER PIPE '
6 ° - -� BLDG SEWER
6" SIDE OUTLET TEE
z; ��
CONE
2'X4" STUD SERVICE - 4)ARKER
MORTAR JOINTS
PAINT UPPER PORTION WHITE
w' AND STENCIL ON SIDE WORD
0 "SEWER" WITH 3" HIGH
4" MIN.
STEPS -3 4" DEFORMED BAR
a BLACK LETTERS.
STEPS SHALL BE INCLUDED
6" SIDE SEWER & BUILDING SEWER
PLAN
g
_I
6 1/2"
d
CONRETE RISER BY PIPE INC.
6" SIDE SEWER
48
OR APPROVED EQUAL
1:3.5'MIX NOTE:
CONCRETE 60' ALLOWABLE MAX SIDE SEWER SHALL HAVE A
BLOCKING FOR CAST OR MINIMUM 5' COVER AT PROPERTY
MAX. PIPE SIZE -21" I.D.
UCTILE IRON PIPE LINE OR 3 -5' LOWER THAN THE
AX
LADDER -STD. ALUMINUM
6 AIIN
ff LOWEST HOUSE ELEVATION, WHICH -
OR GALVANIZED STEEL.
25• MIN EVER IS LOWER.
CONCRETE SHELF
6 L1 /N
HORIZONTAL
6" SIDE OUTLET TEE
SEWER MAIN
EXIS77NG SEVER MAIN
CONC. BLOCKING ANGLE -' s" s�DE sEwER
OF TEE AT MAIN OVER 25 °
"TEST
MORTAR F LET
PRECAST BASE SECTION
ELE NATION .� 6 TEE
TO BE INSTALLED
L_
_
OR CAST IN PLACE
J� AT CONNECTION
6,. MIN.
4��� NOTE:
— 6" MIN.
ovof
MAKE TAP THROUGH CAST IRON
GVE
E SADDLE SECURED TO SEWER MAIN
SANITARY MANHOLE TYPICAL DETAIL
WITH STAI NE Sn1G NEW ANDS
enPO�,
25•G SEWERS TO EXISTING MAIN.
TYP. " SEE SHTS. 11 & 12
29' MIN SLOPE
HORIZONTAL VITRIFIED CLAY, PLAIN &
REINFORCED CONCRETE, DI &
TYPICAL SIDE SEWER Cl PIPE SEWER MAINS ARE TO
ELEVA TION BE CORE DRILLED.
NOTES,
I, STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFTEY STEPS OR EQUAL
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED
SIDE SEWER SERVICE DETAIL
3, CASTING TO BE OLYMPIC FOUNDRY MH30 WITH MH30 D/T OR EQUAL, PER DWG. BR29
4, MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE
TYP. SEE SHTS. 15 & 16
5. OPENING SHOULD BE ON' DOWNSTREAM SIDE.
_b. ALL 'JOINTS SHALL BE GROUTED.
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH 'SOLIDS URETHANE' COATING)
WASSER MC CONSEAL OR APPROVED EQUALT
COLOR OF '.COATING SHALL BE WHITE,
Q
w
0 000 314" SPACES SPACED -314" 12 "0 [-4 314"
0 0 0 AS INDICATED -HT. 7/8" FIBER JOINT
—
13 0 PACKING
m 000
1/8" RAISE -1/2" WIDE 1/8 BEND
1'
BORDER
10"
z
w
w
- - =`- -- - -- PLUG SEALED IN SAME
7 3 4' "MANNER R AS S MAIN SEWER JOINTS.
8„
15'
CAST IRON RING AND COVER MATERIAL
AS SPECIFIED. CLEAN —OUT DETAIL
-
r �
'i
d;