HomeMy WebLinkAboutS-320702T- T T T ■ ■ ■ �
PROPERTY L INN-
3'•0•' NIN. I..-- L'-0" F1lTUkE
6" BUILDING, SEWER PIPE _
BUILDING SEWER MOM EN MAIL 90-1 AND A&L'
I. CONCRETE INLET SHALL Ot
GOOD HOMES
z 2 "x 4" STUD SERVICE MARKER PAINT UPPER ;= : CONSTRUCTED IN ACCORDANCE WITH
PnaT t(1N WHITE ANS STENCIL ON S 1 DE AsTM C ITS (AASHTO M 199) AND AsTM C
�. 6'• SIDE OUTLET W RDING 'SEWER' WITH 3" HIGH BLACK LETTERS. FRAME AND ORATE 00 UNLESS OTHERWMSE SHOWN ON
TEE WITH WRAPPED AROl1N0 THE STUD AND (SEE 8TDPLAN "
PLANS OR IN STD SPECIFICATIONS. p OJECT
►- A-411 06 WIRE
BUILDING SEWER a EXTENDED TO THE TOP OF THE STUD. FOR DETAILS)
6'• SIDE SEWER AND p o 2. AS AN ACCEPTABLE ALTERNATE TO
a I UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST ti S III�MF AND ORATE
REBAR,WELDEOWitEFAS1i1CNAVMKi♦
• • , x: MINIMUM AREA OF 0.12 SO. IN PER FT
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL HANDS Ist t 8ID PUW t ' - - MAY BE USED. WELDED WIRE FABRIC
+ ,
WHEN CONNECTING NEW SIDE SEVERS TO EXISTING MAIN. 0' RISER SECTION i" �' �. 11 N� 11ETAN.8) I $t"W,L COMPLY TOA$TMA LOT (AASHTO
\� M 221). WELDED WIRE FABRIC SMALL
CONCRETE. DI PIPE AND CI �� •,,
V 11 R If I E D CLAY, PLAIN AND REINFORCED C , .�� j ; NOT PLACED IN THE KNOCKOUTS.
60" ALLOWABLE MAX. PIPE SEWER MAINS ARE TO BE CORE DRILLED 1 -03 BAR HOOP �,\ �, �
r 3. THE BOTTOM OF THE PRECAST BASE
FOR CAST IRON PIPE a NIti1 N bt L.r10N ,
�; �- SECTION MAY BE ROUNDED.
OR DUCTILE IRON PIPE-
i •.
/'� i 4 FFECAST BASES SMALL BE FURNISHED
,�1t ��aG
• ,� . 1 - 03 BA
1.w5 N1x .� �, -' HOOP f r l WITH CUTOUTS OR KNOCKOUTS. _
CnNCRE TE .00, .01 p �' �V�' 1 r RISER SECTION • , KNOCKOUTS SHALL HAVE A WALL
- pcK1NC ��-
�j.• ' - THICKNESS OF r PAIN. KNOCKOUT OR --
�� O��G�O NIN SEOPE ?� � �!"'� '_` CUTOUT HOLE SIZE 18 EQUAL TO PIPE �
DR 120N T AL 2 - 03 BAR HOOP = �+ 1 1 ?" Hltit N !;t I :1 KEN - - �'�
OUTER DIAMETER PLUS CONCRETE
INLET WALL THICKNESS. 17' MAX.
1
6- SIK OUTLET TEE
-SEWER MAIN SEWER MAIN •
L NIN. .•,i Y 1" !M :•
r CONCRETE BLOCKING ANGLE TYPICAL SIDE SEWER
OF TEE AT MAIN OVER 25 0 ELEVATION
ELEVATION
NOTE:
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 5'
COVER AT PROPERTY LINE OR 3' - 5' LOWER THAN THE LOWEST HOUSE
ELEVATION, WHICHEVER IS LOWER
24 "x 6~ FRAME AND LIP DETAIL SS=4
PER DRAWING DR29. STANDARD SIDE SEWER
INSTALLATION
s- (SEWER MAIN TO PROPERTY LINE)
NO SCALE
.. :r.'• �4• MON. TO 12- MAX.
r . rI
Z'4
•- r
-w
4. Z 54-
w So
747 D ►•
NOTES.
1. STEPS TO BE Us" DV►. DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL
2. STEPS ARE TO BE IN PLACE BEFORE S�ETC EQU INSTALLED
PER CANE BR29
3. CASTING TO BE OLYMPIC FOUNDRY
1. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE
5. OPENING SHOULD BE ON DOWNSTREAM SIDE
6. ALL JOINTS SHALL BE GROUTED ALL INTERIOR SURFACES.
T. SANITARY SEWER MANHOLES SHALL HAVE
CHANNELING, COATED H A HIGH SOLIDS URETHANE COATING;
WASSER MC-CONS
OR APPROVED EQUAL-.
COLOR OF COATING SHALL BE WHITE
DETAIL SS -3
SANITARY SHALLOW
MANHOLE TYPE B
NO SCALE
3/4" SQUARES SPACED - 3/4"
AS INDICATED - HT. 1/8"
RAISE -1/2" / -L
IN WIDE BORDER
FIBER JOINT
PACKING
CAST IRON RING AND COVER
'W'W
•
45� (1/8) BEND
9 1 PLUG TO BE SEALS D
�i---
IN SAME MANNER AS
' MAIN SEVER JOINTS
DETAIL SS =1
8" CLEAN OUT
NO SCALE
•
s
NOTE:
42" LAIN. TO 84. MAX.
SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATING;
WASSER MC- CONSEAL OR APPROVED EQUAL:
COLOR OF COATING SHALL BE WHITE
CONCI
CLAS
4 -W,..
MORTAR
FILLET
DETAIL SS -2
snNiTAar SEWER iwW4oi.E
No scuE
CASTING, INLAND F DR Y
OR EQUAL. PT.M 714
SEE DETAIL 5.1.4.
ADJUSTMENT (4" MIN.)
CONE
MORTAR JOINTS
STEPS - 3/4" DEFORMED BAR
STEPS SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL.
MAX. PIPE SIZE - 21" I.D.
LADDER -STD. ALUMINUM
OR GALVANIZED STEEL
CONCRE TE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
'li
t 441
t
I Z1,
.# ..
AS 6 U I LT
�.
• A •
mr
}
03 BAR EACH CORNER
03 BAR EACH SIDE
03 BAR EACH WAY
DETAIL SD -2
CATCH BASIN TYPE
NO SCALE
�- ten, kAIKI -�
I \
NOTES:
1. USE 4" TO 8" QUARRY SPALLS OR CRUSHED ROCK FOR SURFACING AS SI 1()WN
MATERIAL WITH "FINES" IS NOT ACCEPTABLE.
2. THE50' MINIMUM LENGTH SHALL BE LENGTHENED AS NECESSARY TO INSt RI
MATERIAL IS NOT TRACKED INTO THE PUBLIC RIGHT -OF -WAY
DETAIL TESC-2,
TEMPORARY CONSTRUCTION ENTRANCE
NO SCALE
FILTER FABRIC MATeRIAL 60' W1Dr. PI!1.1
USE STAPLES OR WIRE RIN(,S I'll AIIAIIII
FABRIC TO WIRE.
2' BY 2' 14 6& WIRE
FABRIC OR EQt11V.
II 1
t' -e• 11 l •
5• -r
I I Y . PnT TnM (IF f AIII 11
- - - -f 1 FEE ------------------ ••�:------ NEZRIAL IN N' BY I,' 11 -'! 1p 11
2• -6• 11 -+
11
11• 61 MAX — • ---�.; I ..
11 , I1
u
F IL TER FABRIC MATERIAL
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2' BY 2' BY 14 GA. WIRE - ---__.
FABRIC OF EQUIV.
PROVIDE 3/4' - I.S• a o•
WASHED GRAVEL BACKF ILL 1z
IN TRENCH AND aN B[1TM SIDES
or FILTER FENCE FABRIC ON r
THE SURF' ACE.
ROLL 1 9k�
Z' BY 4' WM# Pos T --'�
ALTO STEEL FENCE POSTS.
DETAIL TESQ11,
FILTER FABRIC FENCE NO
SCALE
•
4'
1'
DETAIL SD -1
DRIVEWAY INLET
NO SCALE
6'
2'
6"
20710 ?
MGXM (WE W41901
6' +
2'
2'
1.
1
1�
PROPERTY LINE FENCE DETAIL
(NOT TO SCALE)
� „ —i � E�lt 1MrdE
SPLIT RAIL FENCE DETAIL
woseuc
FR 45�:
CALL I8 HOURS
BEFORE YOU DIG
1a00�2"666
NACK PAIL
RECOMMENDED
FOR APPROVAL
BY DATE
DATE
BY DATE
BY DATE
BY DATE
-C
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1822109M Avis Ct E
Ed�sw�ood WA 98.372 v a
OffM (253) 568 -7724
CeiN (206) T1S- .S15�9 ''
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KNOCKOUTS MAY EIT I ER BE ROUND OR
2 - 0 R
,�
�'
f
1 SHAPE. PIPE TO BE *WALLED IN
T[
t��
FACTORY SUPPLIED KNOCKOUTS.
'• 5. THE TAPER ON THE SIDES OF THE
PRECAST BASE ANDAND RISER
SECTIONS SHALL NOT EXCEED 14' / FT.
•
i'�
• '• ,, 6. FRAME d GRATE MAY BE INSTALLED
��.
r,
t FLANGE DOWN OR CAST INTO
WITH
RISER
0 NAIL FAi .II CORNER
-
I
i HAII EACH SIDE,
I I Of I ANI I BOTTOM
1 .1 "I+ At ;ROSS BOTTOM
PRECAST BASE SECTION
(MEASUREMENT AT TOP
OF BASE)
DETAIL TESC-2,
TEMPORARY CONSTRUCTION ENTRANCE
NO SCALE
FILTER FABRIC MATeRIAL 60' W1Dr. PI!1.1
USE STAPLES OR WIRE RIN(,S I'll AIIAIIII
FABRIC TO WIRE.
2' BY 2' 14 6& WIRE
FABRIC OR EQt11V.
II 1
t' -e• 11 l •
5• -r
I I Y . PnT TnM (IF f AIII 11
- - - -f 1 FEE ------------------ ••�:------ NEZRIAL IN N' BY I,' 11 -'! 1p 11
2• -6• 11 -+
11
11• 61 MAX — • ---�.; I ..
11 , I1
u
F IL TER FABRIC MATERIAL
r- 6•
2' BY 2' BY 14 GA. WIRE - ---__.
FABRIC OF EQUIV.
PROVIDE 3/4' - I.S• a o•
WASHED GRAVEL BACKF ILL 1z
IN TRENCH AND aN B[1TM SIDES
or FILTER FENCE FABRIC ON r
THE SURF' ACE.
ROLL 1 9k�
Z' BY 4' WM# Pos T --'�
ALTO STEEL FENCE POSTS.
DETAIL TESQ11,
FILTER FABRIC FENCE NO
SCALE
•
4'
1'
DETAIL SD -1
DRIVEWAY INLET
NO SCALE
6'
2'
6"
20710 ?
MGXM (WE W41901
6' +
2'
2'
1.
1
1�
PROPERTY LINE FENCE DETAIL
(NOT TO SCALE)
� „ —i � E�lt 1MrdE
SPLIT RAIL FENCE DETAIL
woseuc
FR 45�:
CALL I8 HOURS
BEFORE YOU DIG
1a00�2"666
NACK PAIL
RECOMMENDED
FOR APPROVAL
BY DATE
DATE
BY DATE
BY DATE
BY DATE
-C
X111111
Ell
t.
Z
m
CO) m
(in
i A
t
I
i
I
(I
I
t
I
s
ca
O
X
y
O
0
Z
C7
m
om
rn
�.,A A
r
JAMES E HAVN S, P.E
1822109M Avis Ct E
Ed�sw�ood WA 98.372 v a
OffM (253) 568 -7724
CeiN (206) T1S- .S15�9 ''
SCANIrEO APR � t �S' c.,�•, � ,
G)
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