HomeMy WebLinkAboutS-289602r1-4
"V
g w �
o �
Q w
V
�l
-/ o a
< 0 z
0 �c
�a
Hz �J
- E
a O
i
o�
a Y
� < Q
$ � e
It
Sao
i ti as
S.E.1 /4, of SECTION 30, TOWNSHIP 23 N., RANGE 5 E., W.M.
0 1 EX, \k
I \ I RIM EL -70,05W-' SLY LINE OF E N 1/2 OF THE \
\�
1� do �z 8 "(N) =61-9 \ \ \ g� _
8 "(E =s1.8 \ \ 1/4 OF THE \ 1/4 OF SEC 30 R 485 O }7 \
8 "(S3 =61.7 _ \ R =485 00' \ I D 11
Y _ '� S =�3 29'33" E- A �. �. A -s A -5� \ 344.38\ \L= 34.4' / i\
\\ SOUTHERN u IT i
OF WETLAND j.OUNDARY 1
A -3 A -2 A -1 "IF I
h Ln
11
p
m-+1 LOT 5 \ 14 "CH
I
I 1 I I
11 m 1 1 I\ \` MIN. FIFE: 73.0' \ 1 I I
N`G.P.E, l
Slid, 1
hit o MI 16'M 1 LOT 3 LOT 2\ I (LOT 1
MIN. FFE: "ilm•O MII1. FFE: 93.0 l �I / /
N. C_ P E I \ I ` \ \� j -- -- 11 1 24 "CH I1 Pp '
eta t I
' �! ;I 1 I at °M \ I 10 "M A 1 1 \ MIN• FFE: (c7.0 6" PVC\SDR 35 IDE a 4+'68- -Fhb ( P .
\\ Ss.c.o\ ists.C.o. S,S.c.o. SEWER @ 2.0% M N. I� I �I
1\ Al \ \ \ \ \ M A \ N 1\ \ \ LOT 4 I+os (TYP EA L�T) 1 ` x 23' I �S.s C.o. �i
i2 v ®6i 24o z28 0 0 +81 09+96 I.E. =79.§ 79.5 M•H• <
6., WC
y 2 "M a 1 I x_ 9" x 17' x 17' I / x� IS'
� 'M 1�9e6�4Y. \
_ \ I.E.S6F8 - I.E. = I.E.= 79.4 83$(�E
\\ \ \ \ n� 1 \ 16 _ ° 834prPJ
\ \\ \' ` aC \ 8' ` m I ?9 C ANp SEW ESM -T - � / \ � - - -'o+- -f --- -
\1,.C'l\� \ \�12 11
12 r I
1
._-
i9R49k - " Pvc ®
8
3
o
ca ofdwWSDDT1APWASundardsaadSpdd6o1i--
Zz.i� I N
ATER
�<96.3%
8 z
11\
1
12 "SD
1 RIM EL =100. os
A poNmclim oafer o-a d sldl o 24 h. -0lim be tegoned pkorbrtivfhlg aemrambmctim. kslot be ie
II.E. �N) =95.3 .,aoIW, to oa bNty b twin. at noasmry pmim prior b wading o0amacfim. If v.W be
FULL OF DEBRIS Eby■ sepnamtim ordw City of Ramon.) hAa0bc0ematucblsvnPom &Wftmo(f 6cC4
msma of1xdddf .Ua¢Vvaclim-
v I I I NO OVTLET S-EENb,.W241 dva
\` 6. Csavaaor -e inlay vapavubl0 ror ua: eras. snkods and sayanl¢c d metsoclim and ror 0� savvy d tykes
f
+
1 i \ and a0lnammeomalmUim sikk. :
o\ 7. k :ball be Poe napons- ilky d the amha W b oiaam sucd Poe ad may od- vchkd Psis p m b Pay
12 "SD
/
1
1
B -2 _
89'0'49" W -
-
357.95
�\ \\�\ �• �\ 1 I I I I II I
3 +is.zo
+
°' B -3 B44 / / I END . )
I
/ � I
\`
N RIM H No.
=6 g0 6Y.g6 TYPE II -48" I
\) K•I(o7 55.70
�-4I
I.E. " E)= 66:54- INL -�.e ( 1 �E:i�2o1(
SRIMHEL- . 90.4-5 TYPE II -48" I
I E 6" NE)- IN 82. (PVC) 1
I
4 -
'7
I E 8 "iiW - OUTSZ. [PVC)
- l ) -�
1 pbc'cd ... lO days mad: ball be pm CiyofRalm mnstsrmemsdc.
: COU,$)`
TOR
NTRA[TOR TO VERIFY LpC LION, EPTH (cb.3o(S;couu
i ) o
D. sbatl be Coy dRatm. US _C and GS_
At did bed asps skat b. .&d and aok6cd v od- i- ssa- T-d bth-- ft9&W- of the Dcpaas 39 far die
pnoutimcf e"fteasimanordemmpkimoromamdi-
\ {I \I I IS- At pipe ad apporumam s sh30 be hid m a Papub- lncpmd r, v im' m xc «da vcah Satin 7- 023f1) of
d. .d Stale of Wasbi". Sham.d Spat &alias: !v Rind and Ovidge CaWscli- This shat maw&
1 +0 PRI RD-)=r o®y k s d0o hawk bottom or the tap ord c rommtim ®taut as ail a phccm l ad omyaeim or
\ I O 1 0 (T"OT ) n�dhddog�bmir_V.&so tart the ovik.kMd..fd. pip. nil b..ppocwd m and "mdydelea
� � �� k , mayetdegbase Pipe 6o8ieEsbd bepnganel6 'akwe aadbd0w tlke piP.
PIPE \TYPE PRIOR TO IOfRDRING 0
TERIAlS
VMA
EX. SSMH o
E•. iz99449.�5 I \
GRADE
• RIM EL -63.41
I.E. 8 "(N)= 57.8 -IN
I.E. 8 "(E)= 57.9 -IN
z D I
rn �
3d'
SEE DETAIL 5.1.4.
ADJUSTMENT (4- Mm.)
�-
cans
MORTAR JQINTs
I.E. 8 "(S)= 57.7 -OUT
o STEPS - 3/4 DEFORMED BAR
rn STEPS S'a1! B� INC_UD. -=
700
N : Icvto9so.!
E: 1 299264 z[r�
I I
0
o m
° cn °o
+ �m
a m
~ II
o w
(n v w
100
4 +00
Iz
i
I I I Iz
3+00
PRIVATE ROAD
SCALE: 1" = 20' HORZ. �-
1" = 10' VERT. VVV
2 +00 1 +00
LL 176 FR
� I
/ I I
I I
I Ii
m
-T
0
a
1. Atl wale nulanb fln116e in and apEOfiofmsdPoe 6rydRalfw ai ieiiea
/
ca ofdwWSDDT1APWASundardsaadSpdd6o1i--
_ 3 MI
D 1
ATER
C y \ \
90
F \ \ {
n3 I, \I )
\ /
/EX. SDMH
3.. At tokltf6lracsion sill be I. soaxdan vkI& Sa dad Spcafvtlmm for Pb&- Works Cm®a®T
r =W by Wad goo Sic A� P-bW Works A>mci>tion. hka di6m (APWA) aed 04' d
Ream Sladmd Spedfiotise-
4. An loediom deddting ahTdks Amin an oPWox"mobad it s6a/ be 0a: mnbxfds spas& ybvwWda" ae
and coneet b)DWtim so w to avoid da„oge ord�na.
1 RIM EL =100. os
A poNmclim oafer o-a d sldl o 24 h. -0lim be tegoned pkorbrtivfhlg aemrambmctim. kslot be ie
II.E. �N) =95.3 .,aoIW, to oa bNty b twin. at noasmry pmim prior b wading o0amacfim. If v.W be
FULL OF DEBRIS Eby■ sepnamtim ordw City of Ramon.) hAa0bc0ematucblsvnPom &Wftmo(f 6cC4
msma of1xdddf .Ua¢Vvaclim-
v I I I NO OVTLET S-EENb,.W241 dva
\` 6. Csavaaor -e inlay vapavubl0 ror ua: eras. snkods and sayanl¢c d metsoclim and ror 0� savvy d tykes
f
+
1 i \ and a0lnammeomalmUim sikk. :
o\ 7. k :ball be Poe napons- ilky d the amha W b oiaam sucd Poe ad may od- vchkd Psis p m b Pay
I\
o
I
co baaim.
t. Phns approved by the CayofRoaaq Mmkpsmt Services D"WWCgk skaR bk�Pe°rdmm- 2111.O°pb-
II
90
I 9. Acopyordase appoved plea and be mtbejab tie whmevermml ..aim s b Pages
I
I
1
10. the ooabaa0r shat povide the CaydRmmvrab as a s � m 7 t dravmgofthe t ayscwer.pk.wkidsbasb-
0 ( �� `
l`
`
I shospodad sigd bye raa$edpdmiani eogna ar 6E�cd profasiomisaaveyor.
11.. Darkl'tl shat die phced a9m0Y on both sides of tic pipe 6 61a1 wi0v a base average dcpOk of 6 -saes. am .A
dcplb d s ocbcs. dwwov* bmphlt cwb h)a b 95 perest d mavkm 4lolaily. Tbcsc a3mpaad diets asa
` 4xlmd far- pip. di..won..h sideorWepip- arbthe sidedW- holtb. MIkukbmoplde the ®okQ
1 piImdotbePoesasemd -ONA
4 -
\12. Op- alt rind aoabgs r. s-My heahes m marls Masvied vmdwaa9 shat be baaddkd .rib ckaslkod wi ad
rmaa�Ib � cda Iwo the edaog alplok sort be a-atr c t wkh 9aa b a a.6- � A
` kmpomy ®s p2kb ==a be plamd imedody aRaha&fdl and r»�ctiom A Ix+a�[ h0s a is Inkh s4i b.
Ir
i I
1 pbc'cd ... lO days mad: ball be pm CiyofRalm mnstsrmemsdc.
IIJ I
D. sbatl be Coy dRatm. US _C and GS_
At did bed asps skat b. .&d and aok6cd v od- i- ssa- T-d bth-- ft9&W- of the Dcpaas 39 far die
pnoutimcf e"fteasimanordemmpkimoromamdi-
\ {I \I I IS- At pipe ad apporumam s sh30 be hid m a Papub- lncpmd r, v im' m xc «da vcah Satin 7- 023f1) of
d. .d Stale of Wasbi". Sham.d Spat &alias: !v Rind and Ovidge CaWscli- This shat maw&
1 +0 PRI RD-)=r o®y k s d0o hawk bottom or the tap ord c rommtim ®taut as ail a phccm l ad omyaeim or
\ I O 1 0 (T"OT ) n�dhddog�bmir_V.&so tart the ovik.kMd..fd. pip. nil b..ppocwd m and "mdydelea
� � �� k , mayetdegbase Pipe 6o8ieEsbd bepnganel6 'akwe aadbd0w tlke piP.
+
I6. Saomsysmarpip esistb:pdyvipik3tav_pVL7 sallt p*ddA9MD3034.SDR3S.md -ft visa
GRADE
GROUND_ --
z D I
rn �
3d'
SEE DETAIL 5.1.4.
ADJUSTMENT (4- Mm.)
�-
cans
MORTAR JQINTs
o o
o 4.
o STEPS - 3/4 DEFORMED BAR
rn STEPS S'a1! B� INC_UD. -=
ED
EX15T.
80
U)
80
S10
STA. ++9346-, 1.00'RT.
SSMH No. Z -TYPE
-
�2 WA TER
4 D
II -48"
i
i
®
RIM EL.= 99.4690.45
I.E. 6" NE)= 86C> -IN 8Z.3
70
-
8' pVC I1�
LE. 8 °�W) =8 OUT&&
70
' o'.,
1 -6" G
1 -8 "x4'
f
V. (FLxMJ)
REDUCER (PExMJ)
60
9g
Srn 22 9<
1 -4" G
CONC.
V. ((PExMJ)
LOCKING
60
+91.z�,, )93'K,fr BLOW- P
HYDRANT
ASSEMBLY
STA. - rno�r= rmrrcr. I- 1"Ot, G- €ifX:K.lu6
SSMH No. I -TYPE 11 -48" W /LoCKlt-IG LID
1-8 "Ace"
E (MSx FL)
RIM EL =8�9&r_7g6
LE 8'(E) =80.54 -IN (�.90
STR O'»5
50
I.E. 8" N- S)= 6^^4EXIST.6o.30
" "
r� (FL)
50
1 -8" TAPPING
G.V. W/ VALVE BOX (1=L -15\3)
CONTRACTOR TO VERIFY LOCATION, DEPTH ',.
CONC. BLOCKI
G
&PIPE TYPE PRIOR TO ORDERING OF
CONTRACTOR
VERIFY LOCATION, DEPTH
MATERIALS & CONSTRUCTION
& PIPE TYPE PRIOR
TO ORDERING OF
40
(
MATERIALS &
CONSTRUCTION
40
cp
N
of
N
r
)
DJ
4 +00
Iz
i
I I I Iz
3+00
PRIVATE ROAD
SCALE: 1" = 20' HORZ. �-
1" = 10' VERT. VVV
2 +00 1 +00
LL 176 FR
� I
/ I I
I I
I Ii
m
NOT=:
SAN! IARY SEVER MN cy
SU N 6 tE IN?
<= C_S. INCLUDING
(=-A,
111' HIG. SOUDS UR_ AN_ CUARNC=
ivASc M.0 -CON :A O= RGl 1 =CUA! - _
,_o-'OR = O_OR OF COATIN
MORTAR
n 6955'56 W K )
n 8095656- W 26599 6 )
W 2659_1 ))
m 69 "5T4S W 2659.30
69'56:09" W 2659.]1 ESm)
' w 2659.]1 R
tit �I
� IW "WWW
2665.21 (nhA)I n 89']6'16- W
MOA 30 I}
498
64.96 (Iltrw) I N 99']3- W _
1332.:1 (nsw 1
12].911
T. (_A) � _ II-
RD'49- W 66!_021 (n6w)
I< 0�2 -
olA I
1331.2➢ na<y z� �-
n 89'01'18- w 2662.40 141A
R tl99119- W 26624. (ESY)
D 6YU2'Stl- W 266150 (w)
CON 1 -,DL DIAGRAM
CONMEe_ RISER BY PIP[ INC^
OR APPROVED EQUAL
MAX PIPE SIZE - 21' LD.
LADDER-STD- ALUMINUM
OR GALVANIZED STEM
CONCZ_ STELE
PRECAST BASE S =CTION
OR CAST IN SHELr-
SANITARY MANHC3 ?Y? :C:�.__TAIt SANITARY MANHOLE TYPICAL D =TAP_.
SCAE
1 ADOPM
•per er a- R>•m.'
�tr ace_ n1->
,.c Ri.v 3!'195
C-'.r= -_ '�- 1�5,0�. - =�- ti ^^•E} D"..F..-'. NAM_: _n_.. So PAGE: 5071
GRAPHIC SC ALE
zo D 10 20 40 80
ww >«w
(r(D Aiwa)
I FIi'SI'
(1\iT )
1i-h= 20 fL
CITY OF REI4TT0111T
DEPARTMENT OF PUBLIC WORKS
ENGINEER:
JAEGER ENGINEERING
9419 South 204th Place
Kent, WA. 98031
Phone No. (206) 850 -0934
Fax No. (253) 850 -0155
SCANNED SEP 13 2002 %' ; - - boa
SAN. SEW. PLAN & PROFILE
CHOW SHORT PLAT
DESIGNED: JJJ DATE ,/00 F)LE NAME:CHOW- SS.DWG
DRAM: DGL
CHEa(ED- JJJ SCALE: 1'=20' Dao eooK aacE
APPROlED: SHEET: 5 OF: 7
C , - er ZCANNED WAR 0 5
8 s
1
c2
43
0
SANrrARY SEWER NVTES & SPECUI CATMN3
a
1. Atl wale nulanb fln116e in and apEOfiofmsdPoe 6rydRalfw ai ieiiea
/
ca ofdwWSDDT1APWASundardsaadSpdd6o1i--
=' o Z
J Y C)
\
2. The Ik0lkvs dwak is Oke slroa ri¢[of -way mall he 6aifad W tJ0 am. b 3!O Pm m waidrys sirs dow"s
approved m wrilolt by Nw Trmnpwlrtim Dive sf277-6222 Aianxidosmes,patdorfst.dot beappkwd
by the Tramparwtk. Divisi0w 24 boors m III& . The Potoe Dmus-W. - Dv-bonw, ad 911 dli be
C y \ \
notified 24 barn in dvaam
F \ \ {
n3 I, \I )
\ /
/EX. SDMH
3.. At tokltf6lracsion sill be I. soaxdan vkI& Sa dad Spcafvtlmm for Pb&- Works Cm®a®T
r =W by Wad goo Sic A� P-bW Works A>mci>tion. hka di6m (APWA) aed 04' d
Ream Sladmd Spedfiotise-
4. An loediom deddting ahTdks Amin an oPWox"mobad it s6a/ be 0a: mnbxfds spas& ybvwWda" ae
and coneet b)DWtim so w to avoid da„oge ord�na.
1 RIM EL =100. os
A poNmclim oafer o-a d sldl o 24 h. -0lim be tegoned pkorbrtivfhlg aemrambmctim. kslot be ie
II.E. �N) =95.3 .,aoIW, to oa bNty b twin. at noasmry pmim prior b wading o0amacfim. If v.W be
FULL OF DEBRIS Eby■ sepnamtim ordw City of Ramon.) hAa0bc0ematucblsvnPom &Wftmo(f 6cC4
msma of1xdddf .Ua¢Vvaclim-
v I I I NO OVTLET S-EENb,.W241 dva
\` 6. Csavaaor -e inlay vapavubl0 ror ua: eras. snkods and sayanl¢c d metsoclim and ror 0� savvy d tykes
f
+
1 i \ and a0lnammeomalmUim sikk. :
o\ 7. k :ball be Poe napons- ilky d the amha W b oiaam sucd Poe ad may od- vchkd Psis p m b Pay
I\
o
co baaim.
t. Phns approved by the CayofRoaaq Mmkpsmt Services D"WWCgk skaR bk�Pe°rdmm- 2111.O°pb-
II
I 9. Acopyordase appoved plea and be mtbejab tie whmevermml ..aim s b Pages
I
I
1
10. the ooabaa0r shat povide the CaydRmmvrab as a s � m 7 t dravmgofthe t ayscwer.pk.wkidsbasb-
0 ( �� `
l`
`
I shospodad sigd bye raa$edpdmiani eogna ar 6E�cd profasiomisaaveyor.
11.. Darkl'tl shat die phced a9m0Y on both sides of tic pipe 6 61a1 wi0v a base average dcpOk of 6 -saes. am .A
dcplb d s ocbcs. dwwov* bmphlt cwb h)a b 95 perest d mavkm 4lolaily. Tbcsc a3mpaad diets asa
` 4xlmd far- pip. di..won..h sideorWepip- arbthe sidedW- holtb. MIkukbmoplde the ®okQ
1 piImdotbePoesasemd -ONA
11
I I
r
,I
\12. Op- alt rind aoabgs r. s-My heahes m marls Masvied vmdwaa9 shat be baaddkd .rib ckaslkod wi ad
rmaa�Ib � cda Iwo the edaog alplok sort be a-atr c t wkh 9aa b a a.6- � A
` kmpomy ®s p2kb ==a be plamd imedody aRaha&fdl and r»�ctiom A Ix+a�[ h0s a is Inkh s4i b.
Ir
i I
1 pbc'cd ... lO days mad: ball be pm CiyofRalm mnstsrmemsdc.
IIJ I
D. sbatl be Coy dRatm. US _C and GS_
At did bed asps skat b. .&d and aok6cd v od- i- ssa- T-d bth-- ft9&W- of the Dcpaas 39 far die
pnoutimcf e"fteasimanordemmpkimoromamdi-
\ {I \I I IS- At pipe ad apporumam s sh30 be hid m a Papub- lncpmd r, v im' m xc «da vcah Satin 7- 023f1) of
d. .d Stale of Wasbi". Sham.d Spat &alias: !v Rind and Ovidge CaWscli- This shat maw&
1 +0 PRI RD-)=r o®y k s d0o hawk bottom or the tap ord c rommtim ®taut as ail a phccm l ad omyaeim or
\ I O 1 0 (T"OT ) n�dhddog�bmir_V.&so tart the ovik.kMd..fd. pip. nil b..ppocwd m and "mdydelea
� � �� k , mayetdegbase Pipe 6o8ieEsbd bepnganel6 'akwe aadbd0w tlke piP.
J�
I
I6. Saomsysmarpip esistb:pdyvipik3tav_pVL7 sallt p*ddA9MD3034.SDR3S.md -ft visa
r, I I
Z I I I I I I1 I
o I 11 r
T.) III I I III O f
1
r = I I II �{
I �-
d7 la lac... maablebarkd masnmk 6 m-b and msvrm Igin&abo" finki0 dg- rmpmdsa.
h arsn�ilape inat.booub Pavia- -
CASEIN[ IA'AND fDz^Y
I EIR EQUAL . T.e724
z D I
rn �
3d'
SEE DETAIL 5.1.4.
ADJUSTMENT (4- Mm.)
�-
cans
MORTAR JQINTs
o o
o 4.
o STEPS - 3/4 DEFORMED BAR
rn STEPS S'a1! B� INC_UD. -=
NOT=:
SAN! IARY SEVER MN cy
SU N 6 tE IN?
<= C_S. INCLUDING
(=-A,
111' HIG. SOUDS UR_ AN_ CUARNC=
ivASc M.0 -CON :A O= RGl 1 =CUA! - _
,_o-'OR = O_OR OF COATIN
MORTAR
n 6955'56 W K )
n 8095656- W 26599 6 )
W 2659_1 ))
m 69 "5T4S W 2659.30
69'56:09" W 2659.]1 ESm)
' w 2659.]1 R
tit �I
� IW "WWW
2665.21 (nhA)I n 89']6'16- W
MOA 30 I}
498
64.96 (Iltrw) I N 99']3- W _
1332.:1 (nsw 1
12].911
T. (_A) � _ II-
RD'49- W 66!_021 (n6w)
I< 0�2 -
olA I
1331.2➢ na<y z� �-
n 89'01'18- w 2662.40 141A
R tl99119- W 26624. (ESY)
D 6YU2'Stl- W 266150 (w)
CON 1 -,DL DIAGRAM
CONMEe_ RISER BY PIP[ INC^
OR APPROVED EQUAL
MAX PIPE SIZE - 21' LD.
LADDER-STD- ALUMINUM
OR GALVANIZED STEM
CONCZ_ STELE
PRECAST BASE S =CTION
OR CAST IN SHELr-
SANITARY MANHC3 ?Y? :C:�.__TAIt SANITARY MANHOLE TYPICAL D =TAP_.
SCAE
1 ADOPM
•per er a- R>•m.'
�tr ace_ n1->
,.c Ri.v 3!'195
C-'.r= -_ '�- 1�5,0�. - =�- ti ^^•E} D"..F..-'. NAM_: _n_.. So PAGE: 5071
GRAPHIC SC ALE
zo D 10 20 40 80
ww >«w
(r(D Aiwa)
I FIi'SI'
(1\iT )
1i-h= 20 fL
CITY OF REI4TT0111T
DEPARTMENT OF PUBLIC WORKS
ENGINEER:
JAEGER ENGINEERING
9419 South 204th Place
Kent, WA. 98031
Phone No. (206) 850 -0934
Fax No. (253) 850 -0155
SCANNED SEP 13 2002 %' ; - - boa
SAN. SEW. PLAN & PROFILE
CHOW SHORT PLAT
DESIGNED: JJJ DATE ,/00 F)LE NAME:CHOW- SS.DWG
DRAM: DGL
CHEa(ED- JJJ SCALE: 1'=20' Dao eooK aacE
APPROlED: SHEET: 5 OF: 7
C , - er ZCANNED WAR 0 5
8 s
1
c2
43
0