HomeMy WebLinkAboutS-2925020
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SSMH# 5A
STA. 6 +55, 5'L
RIM= .446_85;
INV OUT = 432.86
PROPERTY LINE
z
6' 0"
<? FUTURE
6" BUILDING SEWER PIPE BUILDING SEWER
? -2 "z 4" STUD SERVICE MARKER PAINT LIPPER
TEE WITH 6" SIDE OUTLET J PORTION WHITE ANS STENCIL ON SIDE
WORDING "SEWER" WITH 3" HIGH BLACK LETTERS.
w AND #6 WIRE WRAPPED AROUND THE STUD AND
6" SIDE SEWER AND BUILDING SEWER a EXTENDED TO THE TOP OF THE STUD.
0
I UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THr ?vi1G' -: CAST
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
60" ALLOWABLE MAX. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, DI PIPE AND CI
FOR CAST IRON PIPE PIPE SEWER MAINS ARE TO BE CORE DRILLED
OR DUCTILE IRON PIPE.
1:3:5 MIX 6.11JN CONCRETE
BLLOCK NG2% MIN SLOPE
HORIZONTAL
EE
6" MIN. SEWER MAIN
CONCRETE BLOCKING ANGLE
OF TEE AT LAAIN OVER 25 TYPICAL SIDE SEWER ELEVATION
STANDARD 9DE SEWER INSTALLATION
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.
STANDARD SIDE SEWER INSTALLATION 5m292502
NOT TO SCALE
MANHOLE FRAME AND COVER
p*1 SEE DRAWING BR29
12" M'~25 ADJUSTMENT (4" MIN.)
CONE
21.,
RUBBER GASKETED JOINTS
N.
STE PS - 3/4" DEFORMED BAR
STEPS SHALL BE INCLUDED
6-1
CONCRETE RISER BY PIPE INC.,
7' MIN. OR APPROVED EQUAL.
48
„t.,., +w 2 +00 3 +00 4 +00 5 +00 6 +00
-. _ -.. ... _. 12" (T - MAX. PIPE SIZE - 21" I.D.
T- LADDER -STD. ALUMINUM
`off z OR GALVANIZED STEEL
H 100.00' VC < FILLET MORTAR CONCRETE SHELF
3„ o
PV STA = 5 +00 ? o o
PVT ELEV 442.34 °um 1% PRECAST BASE SECTION
° A.D 1.08 0 LOW POINT ELEV 438.07 0�"' OR CAST IN SHELF.
-K 92.27... - _N_.m _. __ -_ -. _ _ - -_ ____LOW - 'POINT S A.._= 0 +58- ...48._.___tt� a ... -. - __.. -. 440 .. ;. ;' CCORDANCE WITH ASTM C -443
wIw * a PVT STAI= 0 +50 °oNJ -.. 6,. IN r.
07- PVI ELEV 437.90
+6
"'
m,.m A.D. 2.99 Q+ 6" MIN. (TYR) NOTES:
K - 6.74
m o N
°3 <� N` VC m F I. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED >AFE 7't
,.1 °o
m
. a
50 0 In
w o ol o a SANITARY MANHOLE TYPICAL DETAIL STEPS OR EQUAL.
f - - S N- o :?. STEPS ARE TO BE IN F'LAI:E: BEFORE. MANHOLE .EC TIONS
o __ -.... -... NOT TO SCALE RE NSTALLED.
n ! _.- STi G PROPO ED FIN! - _
w GROUND GRADE SANITARY SEWER NOTES AND SPECIFICATIONS 4 CTIONS TG BE Of Hf INF ORC�U FRE�.A .I
w 44
w 3. CASTING TO BE PER DRAWING; BR29,
a + -.... w w o MANHOLE SE .c. c-
�. td 1
6 SURFACE SEWR BE MANHOLES CONCRETE.
5. ALL JOINTS SHALL
SEWER MANHOLES UHALL HAVE ALL E TE D )
AE.
r
CHANNELING, INCLUDING �HANNE ING 1>A icD (SEALED)
».
_/. p0% -.I 430
v WITH A HIGH SOLIDS URETHANE COATIN ,
WASSER MG- CONSEAL OR APPROVED FQIIAt.;
-W _, _ - -_ ft
_... _ V - COLOR OF COATING SHALL BE WHITE
"^�•W -.. ,. -.r rt ,y.. T 7, RUBBER GASKETED JOINTS SHAI.i.. HF IN JNFI.1 M,il
w .. „__.
m mMU... .,....�. _.,.�. y 1i SSMH# 2 WITH ASTM x__443.
�7. a -L ryll� WITH SMHCLEANOUT STA 2 +32, 11'L 8 DAMETER OF TO SHALL
ARGES PIPE MINIMUM BLAfAUF ", ISINI THE ,f h:::G:.
262' 8" {>
67Y, - # iiN_Z9.4
44'x'8" PVC TI IN- 429.63 9. CONNECTIONS M L
188' „8' PVC® 0.40% O RIM =4 9.40 INV OUT= 429.53 ADAPTOR, KOR -N -SEAL BOOT; OR APF'H( 1,170 Fi")A[
SSMH A 6 INV IN 429.10
STA. 4+90. 5'L. INV 0 T =429.0 VERIFY
®0 0( )
� RIM= 442.23. 47% a I
INV= 434.00 u -UPL'
E EX. CLEANOUT TO SSMH 2 tb of ra
c 1048" PVC -
m ®o.ao% SSMH# 4 HORZ. i1 4' a 4� cow fEC RECOMMENDED
ssMH� z srA. o +ss, s'L �i RECOMMENDED
STA 2 +3 ! 771E SSMH# 3 71�%II
7
,y OZ VIN 438.60
_ REPLACE CLEANOUT RIM 439_ STA. 1 +8$$85, 5'L IN 420 '
N - NIIA SSMH #.1 .....INV IN= 429.63 - RIM =439.1h ___.. I. - - 30.76 11332�,cO
w w w w RIM= 439.40 INV OUT = 49.53 INV IN 42 .91 IS'I'hm" V
o -
IN IN 429.10 INV OUT = 429.81 INV OUT= 430.66
m m o INV OUIT =429.00(VERIFY)NAL BY
7 -23 -0/
AVOID CUTTING UNDERGROUND
G a N.E '14TH PLACE /ILWACO 'AVENUE N!E. UTILITY LINES. IT'S COSTLY EXPIRES 11/30/02 BY
3 �w u_wi m uwi ORZ 1 40' �
UNDERGROUND SERcE N,AX
I NOTE:
VERT. 1 4' DA V DATUM ELEV
a Cal
azo. ao 415.00
a, g b6fDf9 ��� EXISTING UPLITY LOCATIONS SHOWN HEREON ARE APPROFIMA'FE ONL'r
mm em o If SHALL BE THE CONTRACTORS' RESPONSIBILITY TO DETERMINE THE
v„1 _� _ °i o'� °.M mO D EXACT VEkTICAL AND HORIZONTAL LOCATION Or` ALL XISTING UNDER
cl; ,-
O< �Oa GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION NO
��� REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
p e CC, G HEREON. THE 'ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
n z 5 +00 4 +00 3 +00 2 +00 1 +00 0 +00 i +00 0 +00 1 -800- X124 -5557 NOT 5'HOWALL BEFORE EYOU ODIG: HO� 800 -H424 PROPER LOCATION
Wwp- �7 -ty'f c rte, s� >yzs o �.
SCANNED FEB 15 2002 s
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