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MEMO
�s ,QUILT
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432 25 433. �i8
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N �DAWLOpN/EIVT 1111111ULMNYS
. •' 409 SOUTH 3►d AVENUE
KENT. WASHINGTON "W l
(200) 03+2043
FtCILL 0 20.0
FR ��121
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7/
itv 40 a*t aat�mon ,ry s.
umw JACKSON DEVELOPMENT CO.
"TQ” "CYPRESS POINT
DETAILS lk SANITARY SEWER PROFILE
o�►«�.r aAW x"' AS SHOWN "'a' 1
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46/.07
453. /7
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(OFF RDWY. )
444.73
-- -4'0FF- RowVr --- .. ,BBD ' (OAF - RowY.) 3 / AtAg /9 � 3
443.4.3 44� 34 444.73 SAN. SEWER
MEMO
�s ,QUILT
43/. S/
432 25 433. �i8
DArEo
• p '� : vNsENO - CHASTAIN A . INC
N �DAWLOpN/EIVT 1111111ULMNYS
. •' 409 SOUTH 3►d AVENUE
KENT. WASHINGTON "W l
(200) 03+2043
FtCILL 0 20.0
FR ��121
.9�
7/
itv 40 a*t aat�mon ,ry s.
umw JACKSON DEVELOPMENT CO.
"TQ” "CYPRESS POINT
DETAILS lk SANITARY SEWER PROFILE
o�►«�.r aAW x"' AS SHOWN "'a' 1
0"101M m 0 JAN. 1982 '0' 78097 a t
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446 -1; -
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4393— �) _
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201-0'. 2
GALVANIZED AND COATED WITH ASPHAIT '.
_..: 12' -O ";' :
(TREATMENT I OR BETTER.
OFFSET FRAME`GRATE SO THAT
rRESTRETOR /POLLUTION DEVISE
APP: BY
IS ViSIBLE : AT. EDGE OF Wr ENIN9
ANO;OIRECTLY <OVER THE LADDER
8 /.E.OUT= 43!.52
a sr/{A- Ic
S min.
q1Ej
s - OS mm
OVERFLOW EI °r. =if7 -O4
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STANDAROL I RALV. -
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LLU
INV. ELEV. 2 ^.c` - -'
Y 2A' min.
WATERTIGHTCAP
CYPRE SS POINT
WELDED BOTTOM' n �_
RlMEL. =.43G.eo
-PLATE-WIT.
ORIFICE DU lN,
N T
2 2 -1b -Q3 SRS. 7D FRg4lE I�. R.O.
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ELEVA1 ION
I�
PROFILE
vg
(CORRUGATED)
FIN1 'DE
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43�
: REV. Na DATE L�SCl{ /PT /ON AFi- ey 3. ., ,yQ}y
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PIPE
STANDARD CATC/I
BASIN LA096R
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YEWEO FNV PLATE �\
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a sr/{A- Ic
CON%'�RE7F
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EXTRUDED COIF. CURB
CT�.p. Bofh Sides)
( ^ "'r °-- ✓� �- 8' /•e_ /N =430.82
B� LE. /Ns 400./4 6'A E.. Our -430. �z
E. IN 431. G2
"
8 " /.E, IN = 43Z.'QZ
REV NO DATE DESCRIPTION
APP: BY
SSM14 *7 STA 9.83.09
8 /.E.OUT= 43!.52
6 "/.E.OUT= 432.'32 '••••,•t ft
CLIENT
:�9N vus, 0 °•�
TOWNSEND-
CHASTAIN &ASSOC.,INS .
CL =445.50 y
"IE
EX /5T/NO 5ANITARY SEWER CLEANoUT;
UNABLE TO.F /ELD LOCATE AS- BG7 /G.T /Nt= Z7RMA770N
!°ROV/OED BY C /7Y OF REN7ON
LLU
e '? N, ;
•
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DEVELOPMENT CONSULTANTS
SAND SURVEYORS
CYPRE SS POINT
RlMEL. =.43G.eo
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VIM
S ®UT 447.00
DETAILS &SANITARY SEWER
PROFILE
/FLOW RESTRICTOR
(CORRUGATED)
FIN1 'DE
------- PVG� (F-
-450
DRnwN ar i.%/Y/� scAI.E AS SHOWN SHEET
REhTOVE EX/577NG CLFAMOUT AND CONIVECT INTO NEW IYIAN14/OLE
43�
: REV. Na DATE L�SCl{ /PT /ON AFi- ey 3. ., ,yQ}y
(20$) 854-2043
PIPE
JOB `
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5SMH #/o 6TA 7 +44
• GON CONC..80W 4i(./GE'P /P6 LINE
44G
a -I.E. OUT 3 45/.30.
N of PLar
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8 1 E OUT= 432.32
Sr.WVL N OTC3
1
,S
442
,45
SEWER PIPE TO BE PVCCONFORMZNG WITH 'ASTM D -3034, SDR 35 PIPE BEDDING TO
BE CLASS, "B" WITH ONE (1) FOOT OF BEDDING GRAVEL ABOVE PIPE. PIPE
AFPROKIMATE LOCATION
Ssmw STA &-48.
: OA A PKI'rAL
ALTERNATE: SANITARY' SEWER PIPE MAY BE ASTM C -14 (EXTRA - STRENGTH)„
GO °�PELINE TO OE
RIM EL = 450.0 2
"(1_
//
RUBBER GASKETS CONCRETE PIPE. BEDDING TO CLASS "B ".
jOF
FIELP 146TIF/E
8 IM = 445:00
v G. -
2. ALL MANHOLES SHALL. HAVE A; DROP. BETWEEN INVERT IN A4'D INVERT OUT.
43£s
.........,_
3.... - MANHOLES- OUT-OF PAVEMENT TO -BE- RAISED- 1 FOOT- MINIMUM ABOVE EXI_ STING
-
S "I EOU'Y= 444.90
: ..' R3�.s �.D.�
��,
GRODND, AND ALL MANHOLES NOT IN PAVED, DEDICATED RIGHT -0F -WAY TO BE
PROVIDED TBRIKS ING'COADJU ..
q- LE RIMS TO,BE ADJUSTED TO FINISHED GRADE AT TIME OF PAVING.
ALL MANHOLES NOT AN PAVED. PUBLIC R/W. TO HAVE LOCKING LIDS.
-�-
434-
4. IT IS THE'CONTRACTOR'S RESPONSIBILITY: TO MAINTAIN AT LEAST A 10 FOOT
HORIZONTAL SEPARATION BETWEEN WATER AND SANITARY MAINS (PROPOSED OR
IrT11NIMUM':
EXISTING:) ,. ..
"Dl
140,-8" pVC @ 0.50 %
7• SANITARY'SEWER LOCATED ON,OTHER THAN PUBLIC RIGHT -OF -WAY REQUIRE A
SANITARY
/25' -B °PVL ZO =B
/
PERMANENT 10'FOOT SEWER EASEMENT (5 FEET OH EACH SIDE OF
PIPE) BE FURNISHED BY OWNER,
/
�L /U-4 -f-Z
� rD� u-a-"[
SEWER TO
g,. SIDE SEWER LOCATIONS TO BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION.
C 0 -50%
_.,430
APPROVED T�
9S MN '2 STA /-74
00 JnN $.3 STA 3 09
SS MI4 ,94 5rA 4-tdD
1.® ���
RIIY/. <L.= 443 5'
RIM EL. = 438.50
R/M EL = 443.00
{mod
( ^ "'r °-- ✓� �- 8' /•e_ /N =430.82
B� LE. /Ns 400./4 6'A E.. Our -430. �z
E. IN 431. G2
"
8 " /.E, IN = 43Z.'QZ
REV NO DATE DESCRIPTION
APP: BY
B I.E. oUT- ¢30.04
8 /.E.OUT= 43!.52
6 "/.E.OUT= 432.'32 '••••,•t ft
CLIENT
:�9N vus, 0 °•�
TOWNSEND-
CHASTAIN &ASSOC.,INS .
DEVELOPMENT CO.
EX /5T/NO 5ANITARY SEWER CLEANoUT;
UNABLE TO.F /ELD LOCATE AS- BG7 /G.T /Nt= Z7RMA770N
!°ROV/OED BY C /7Y OF REN7ON
e '? N, ;
•
7��
DEVELOPMENT CONSULTANTS
SAND SURVEYORS
CYPRE SS POINT
RlMEL. =.43G.eo
N T
2 2 -1b -Q3 SRS. 7D FRg4lE I�. R.O.
®.. `
°
DETAILS &SANITARY SEWER
PROFILE
E. =429.70
r
r r2 -rs -82 ADLEp 6ATEO5Td /L FrRO. _ •e°e }'G., "N,))4.
�ONI[
409 SOUTH 3rd AVENUE
..KENT, WASHINGTON' 98031:
DRnwN ar i.%/Y/� scAI.E AS SHOWN SHEET
REhTOVE EX/577NG CLFAMOUT AND CONIVECT INTO NEW IYIAN14/OLE
: REV. Na DATE L�SCl{ /PT /ON AFi- ey 3. ., ,yQ}y
(20$) 854-2043
APPROVED R.O .. DATE
JAN. 1982
JOB `
/8097 OF_
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