HomeMy WebLinkAboutS-325803CIL
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Cwx R BLOC" MINE 1:1110crom
rho emote"�t N catorots rea5red to M1mha »r-awle
of the
the Pont oc.s.sler r Mtetn n rr�.re 1
n 11'rwe fen N eenraN ehrcr• row" beer even«
thr stdo e1 ttr /reh4h r .
IMu« r pew0ds rr.n n ere ♦r try t ,eOsw
IL �e!t»� Nap M W W •o ,Mee w Teal 2
�t LI�lY row re Is ro h«rertr or
throw 2 Ht/90t of the awwetrrecb o 9t be a"
h s ter ate■ 1/2 the depot fra n the Pend
00 woo bow
3 1tM1A)1 MOir tMr
tip ra0e N •proorholar
4 The toetrreteekrA i. WWI 00 ee per APW
wfn 74 -2 t
G
a + 0utltlde Olahnetr N PIp In Fen
T . lt7wpt n Perndo M the rlitft (Too* 1)
$ft sobs being Lead in FovMO/so rt. (tow 2)
A • oepm M Trynd n rest
• • Wd" f Trench n reel
A Mee N twwete which rowel osw 0904041 we
Sae N 111V Vollc p rn It,
inft/rt t or the .t dorm n tier
the CeharaM Must des
to Bees "g fvfeos . root
Lot Me■r -ur• l"Is N the Ih.ut deed in Feet
CffMISO SJFACE
n a�
rinl i 2
BLOCK BASE
III -
0. ry�r r ALA LtA1ln �!�
1 Arse N Concrete (A) - Thrwst n Pow"p _ - !
Sere 6wng Low to Pewnft Fi 3Bi
2 rbrn -wt Nelght of Th.w.t limb (M.t) - Ofoth N Trench n Feet h
2
(Mefh e/ Trench in feet) -
3 0090th or C4rtmrete thrum 61s00 _ Outside Otahetw of totes ,n Iset) 11-6
Area oI Concrete A
♦ tAe■r"0tnt Ungr14 of TAh,N deal (Ern) .
t•e..nurh Hlaigtnl rYh
x fte¢,tre4 Al.nwnt N Crtc.«e (G1► re) . (tf.ght ■ 04111th ■ Latgih) ■ 003704
(tf- ■ Lin ■ DO ■ 0 03104
E L1{AYPr1
1 Imo.
C/tuwtbn of the a•elMt of cotwete rfa•,.4d to boom a 90' fiend n an 6'
GI. 0a'r m4kt: the norwnef epreling Wwssure bt the pkw w �. 6S pl and MOs sett
satwl e n the Yea rmowgs sons and r0rw
2. Sl tilM
MorirnO. -t iwlwng pres�nrre (9ff 'o" 1) 00 psI . 0.7x n
0.t ift dim W a of 6 pipes - 9 05 In 6 06 2
Goa le Jere t 101 (Mt.0 pr4eewrf et 300 of tMa
Wt the th•wet
OR a 90' band Is 2'.36') ponft
09 to Two 2. Tw1e the seer bw%q teed fer
Gets om 11I1��1rrt�e�o a/.. n
a the as, '11- Ni faWtt wo � 9004" 110
Itepwn st trrechtl((�h�e)Jq.: 4 Aar
= N trortat 3 Yet
910 the Pero seeer"D*d In IIN go tat,
w reeeq to the Ono 000.$ aana
Arse of Coma (A) . net1M » 712 so ft
t■g LOSS
- tdestnh,rn height N Thfw« hoer (Wes) . 000 of Intosh n re«Intosh n rest
I
• 'f
h +2041
I
0401" of Concrete Ilwust Item (0c)
ww" of Trat«t in rest (f4 - Rtme D-Tator or Pip (e)
2
3 - 075 tt)ft
2
Ie0lstwtrlh t."?" N Th►wo bees (Lot) Also N Catarate --
Htel�nt N %4NMNe
Ate, - T6 - 3.56 ti
lesa•N Amount or Concrete . ("@Of ■ Doot" it length) ■ 003704
- (Hint s Un It Dc) ■ 0 03704
• (2.0 If 3,39 ■ 1 13) If 003706
• 0 3o ou r•
7.04U t
wwwn of rhthp in nerve
ire• ~ pse
r Test w 46' 22 -t/ !• 1/4
Osed (-do en
Bend - g— brae Deno
T 300 1120 3.0w 1,620 020 470
4- 700 3, 760 370 1910 1.470 750
r 3300 %500 1� 006 6.510 301 1 700
tt.360 11.seo x.660 1020
10" 275 21.20 70.x70 540 430 4,330
12• no 3f.930 Mo00 950 1]260 6.T10
"2011) 370 1r 2200 x0.:0 "2 wo 34.m 111~ t1�140 laox 1.240
10"1 200 62A40 01900 no 520 12.x601
24' 200 60.460 111//2997.960 M 300 320 1� too
70'I 200 ,41370 lN:.6.50 16KI•SO 7ft140�0 4x0.7
36' 200 loi,xeo
TA6lE I
am bend Leeeb to L/je. Ft-
1ho =to bwine raft elm the leear,rg tobr we hr
ma
hwnl• a • "r 1N d• th N core• over the p«e
-caeca 2 Foes
for ewrt»g Lose
'� Li Ast SA EL
4u Po «e
So" y
e wse. 1, o0
son. rlw bar. 23.01111)
saw std Draw Cr"entad 0•1• "I" 4,OOD
'�+ 10000
�^ +-use w w1, of trwwe" shell w raetrena o r�.. r
Its •aft 10 *sod loee
ntlons err rawer- of w0r
r OM M! w In( ar twrflmle t
1fy t0 1 th• I
Ii REF A' IQ tt',17- (xv .>ITr
itS :XAWCTFC COI JWN "tADevGS '2('v I AC
PORTION OF THE SE 1/4_ SE 1/4 SEC_ 19_ TWP OAN On= A w u
CAP
22 -1 /2a
SI
IN Mjil
v/
•r
11 -1/4a ,)00 BEND
FIGURE 1
NOTE: FOR CONVEX VERTICAL BENDS BLOCKING
SEE APWA STANDARD PLAN 40. 73.
CONCRETE HLOCIIONG SINLNG PROCEDURE
QR Cw)�f01
♦
OR
BEA1�1BE 1A�
Uff Ole!', 12/05
DWG. NAME: BR26 SP PAGE: 8085
__w w w w . w mm � ■ g ■ v o l� � o r (''
O
SEE PLAN FOR LOCATION OF ACCESS MANHOLE COVER
0
O
U
FIRE HYDRANT SMALL 9E COREY -TYPE EQUAL TO IOWA F -5110
PLASTER SMOOTH INSIDE AND OUTSIDE FACING
/ WITH SOLID LID EXCEPT FOR ONE 7/8" DIA. LIFT HOLE
COMPRESSION TYPE SUCH As aOw MEDALLION; M t H 629
W
OF ADJUSTMENT RINGS WITH 1/2' THICKNESS
Q
O
AND MUELLER SUPER CENTURION 200 WITH 6' MECHANICAL JOINT
INLET WITH LUGS
wISS'S
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IS-0
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CIL
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1i 40 �' C
a_
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ee
0
Vf
01
Cwx R BLOC" MINE 1:1110crom
rho emote"�t N catorots rea5red to M1mha »r-awle
of the
the Pont oc.s.sler r Mtetn n rr�.re 1
n 11'rwe fen N eenraN ehrcr• row" beer even«
thr stdo e1 ttr /reh4h r .
IMu« r pew0ds rr.n n ere ♦r try t ,eOsw
IL �e!t»� Nap M W W •o ,Mee w Teal 2
�t LI�lY row re Is ro h«rertr or
throw 2 Ht/90t of the awwetrrecb o 9t be a"
h s ter ate■ 1/2 the depot fra n the Pend
00 woo bow
3 1tM1A)1 MOir tMr
tip ra0e N •proorholar
4 The toetrreteekrA i. WWI 00 ee per APW
wfn 74 -2 t
G
a + 0utltlde Olahnetr N PIp In Fen
T . lt7wpt n Perndo M the rlitft (Too* 1)
$ft sobs being Lead in FovMO/so rt. (tow 2)
A • oepm M Trynd n rest
• • Wd" f Trench n reel
A Mee N twwete which rowel osw 0904041 we
Sae N 111V Vollc p rn It,
inft/rt t or the .t dorm n tier
the CeharaM Must des
to Bees "g fvfeos . root
Lot Me■r -ur• l"Is N the Ih.ut deed in Feet
CffMISO SJFACE
n a�
rinl i 2
BLOCK BASE
III -
0. ry�r r ALA LtA1ln �!�
1 Arse N Concrete (A) - Thrwst n Pow"p _ - !
Sere 6wng Low to Pewnft Fi 3Bi
2 rbrn -wt Nelght of Th.w.t limb (M.t) - Ofoth N Trench n Feet h
2
(Mefh e/ Trench in feet) -
3 0090th or C4rtmrete thrum 61s00 _ Outside Otahetw of totes ,n Iset) 11-6
Area oI Concrete A
♦ tAe■r"0tnt Ungr14 of TAh,N deal (Ern) .
t•e..nurh Hlaigtnl rYh
x fte¢,tre4 Al.nwnt N Crtc.«e (G1► re) . (tf.ght ■ 04111th ■ Latgih) ■ 003704
(tf- ■ Lin ■ DO ■ 0 03104
E L1{AYPr1
1 Imo.
C/tuwtbn of the a•elMt of cotwete rfa•,.4d to boom a 90' fiend n an 6'
GI. 0a'r m4kt: the norwnef epreling Wwssure bt the pkw w �. 6S pl and MOs sett
satwl e n the Yea rmowgs sons and r0rw
2. Sl tilM
MorirnO. -t iwlwng pres�nrre (9ff 'o" 1) 00 psI . 0.7x n
0.t ift dim W a of 6 pipes - 9 05 In 6 06 2
Goa le Jere t 101 (Mt.0 pr4eewrf et 300 of tMa
Wt the th•wet
OR a 90' band Is 2'.36') ponft
09 to Two 2. Tw1e the seer bw%q teed fer
Gets om 11I1��1rrt�e�o a/.. n
a the as, '11- Ni faWtt wo � 9004" 110
Itepwn st trrechtl((�h�e)Jq.: 4 Aar
= N trortat 3 Yet
910 the Pero seeer"D*d In IIN go tat,
w reeeq to the Ono 000.$ aana
Arse of Coma (A) . net1M » 712 so ft
t■g LOSS
- tdestnh,rn height N Thfw« hoer (Wes) . 000 of Intosh n re«Intosh n rest
I
• 'f
h +2041
I
0401" of Concrete Ilwust Item (0c)
ww" of Trat«t in rest (f4 - Rtme D-Tator or Pip (e)
2
3 - 075 tt)ft
2
Ie0lstwtrlh t."?" N Th►wo bees (Lot) Also N Catarate --
Htel�nt N %4NMNe
Ate, - T6 - 3.56 ti
lesa•N Amount or Concrete . ("@Of ■ Doot" it length) ■ 003704
- (Hint s Un It Dc) ■ 0 03704
• (2.0 If 3,39 ■ 1 13) If 003706
• 0 3o ou r•
7.04U t
wwwn of rhthp in nerve
ire• ~ pse
r Test w 46' 22 -t/ !• 1/4
Osed (-do en
Bend - g— brae Deno
T 300 1120 3.0w 1,620 020 470
4- 700 3, 760 370 1910 1.470 750
r 3300 %500 1� 006 6.510 301 1 700
tt.360 11.seo x.660 1020
10" 275 21.20 70.x70 540 430 4,330
12• no 3f.930 Mo00 950 1]260 6.T10
"2011) 370 1r 2200 x0.:0 "2 wo 34.m 111~ t1�140 laox 1.240
10"1 200 62A40 01900 no 520 12.x601
24' 200 60.460 111//2997.960 M 300 320 1� too
70'I 200 ,41370 lN:.6.50 16KI•SO 7ft140�0 4x0.7
36' 200 loi,xeo
TA6lE I
am bend Leeeb to L/je. Ft-
1ho =to bwine raft elm the leear,rg tobr we hr
ma
hwnl• a • "r 1N d• th N core• over the p«e
-caeca 2 Foes
for ewrt»g Lose
'� Li Ast SA EL
4u Po «e
So" y
e wse. 1, o0
son. rlw bar. 23.01111)
saw std Draw Cr"entad 0•1• "I" 4,OOD
'�+ 10000
�^ +-use w w1, of trwwe" shell w raetrena o r�.. r
Its •aft 10 *sod loee
ntlons err rawer- of w0r
r OM M! w In( ar twrflmle t
1fy t0 1 th• I
Ii REF A' IQ tt',17- (xv .>ITr
itS :XAWCTFC COI JWN "tADevGS '2('v I AC
PORTION OF THE SE 1/4_ SE 1/4 SEC_ 19_ TWP OAN On= A w u
CAP
22 -1 /2a
SI
IN Mjil
v/
•r
11 -1/4a ,)00 BEND
FIGURE 1
NOTE: FOR CONVEX VERTICAL BENDS BLOCKING
SEE APWA STANDARD PLAN 40. 73.
CONCRETE HLOCIIONG SINLNG PROCEDURE
QR Cw)�f01
♦
OR
BEA1�1BE 1A�
Uff Ole!', 12/05
DWG. NAME: BR26 SP PAGE: 8085
__w w w w . w mm � ■ g ■ v o l� � o r (''
vv
SEE PLAN FOR LOCATION OF ACCESS MANHOLE COVER
/� MANH(ki RiN(A ANU I.UV0< iU dt 15" (INAffIC IYPL)
CLEAN OPENING EQUAL TO INLAND FOUNDRY LIDS (IF. #714)
O
U
FIRE HYDRANT SMALL 9E COREY -TYPE EQUAL TO IOWA F -5110
PLASTER SMOOTH INSIDE AND OUTSIDE FACING
/ WITH SOLID LID EXCEPT FOR ONE 7/8" DIA. LIFT HOLE
COMPRESSION TYPE SUCH As aOw MEDALLION; M t H 629
W
OF ADJUSTMENT RINGS WITH 1/2' THICKNESS
Q
8" FROM CENTER. COVER SHALL HAVE WORDING "WATER ".
AND MUELLER SUPER CENTURION 200 WITH 6' MECHANICAL JOINT
INLET WITH LUGS
wISS'S
O
IS-0
Ix
r
NCO
CU
61�
SAFETY STEP
• '9
I OR PRECAST RINGS.
^r
NA ONAL STANDARD THREADS. 4' PUMPER CONNECTION CITY OF
SEATTLE THREADS WITH A STORTZ ADAPTOR, 4' SEATTLE THREAD
V
O
AND LADDER
^
48" x 25" OFFSET CONE SECTION 19" HIGH
X 5' STORTI. ATTACHED WITH 1/S' STAINLESS STEEL CABLE.
CIL
tv
0
U)
o Y
0
3
E U
JD
/ W a_
L)
` N
w [r
.5
Cn
n
C
1i 40 �' C
a_
O
r
ee
0
Vf
01
Cwx R BLOC" MINE 1:1110crom
rho emote"�t N catorots rea5red to M1mha »r-awle
of the
the Pont oc.s.sler r Mtetn n rr�.re 1
n 11'rwe fen N eenraN ehrcr• row" beer even«
thr stdo e1 ttr /reh4h r .
IMu« r pew0ds rr.n n ere ♦r try t ,eOsw
IL �e!t»� Nap M W W •o ,Mee w Teal 2
�t LI�lY row re Is ro h«rertr or
throw 2 Ht/90t of the awwetrrecb o 9t be a"
h s ter ate■ 1/2 the depot fra n the Pend
00 woo bow
3 1tM1A)1 MOir tMr
tip ra0e N •proorholar
4 The toetrreteekrA i. WWI 00 ee per APW
wfn 74 -2 t
G
a + 0utltlde Olahnetr N PIp In Fen
T . lt7wpt n Perndo M the rlitft (Too* 1)
$ft sobs being Lead in FovMO/so rt. (tow 2)
A • oepm M Trynd n rest
• • Wd" f Trench n reel
A Mee N twwete which rowel osw 0904041 we
Sae N 111V Vollc p rn It,
inft/rt t or the .t dorm n tier
the CeharaM Must des
to Bees "g fvfeos . root
Lot Me■r -ur• l"Is N the Ih.ut deed in Feet
CffMISO SJFACE
n a�
rinl i 2
BLOCK BASE
III -
0. ry�r r ALA LtA1ln �!�
1 Arse N Concrete (A) - Thrwst n Pow"p _ - !
Sere 6wng Low to Pewnft Fi 3Bi
2 rbrn -wt Nelght of Th.w.t limb (M.t) - Ofoth N Trench n Feet h
2
(Mefh e/ Trench in feet) -
3 0090th or C4rtmrete thrum 61s00 _ Outside Otahetw of totes ,n Iset) 11-6
Area oI Concrete A
♦ tAe■r"0tnt Ungr14 of TAh,N deal (Ern) .
t•e..nurh Hlaigtnl rYh
x fte¢,tre4 Al.nwnt N Crtc.«e (G1► re) . (tf.ght ■ 04111th ■ Latgih) ■ 003704
(tf- ■ Lin ■ DO ■ 0 03104
E L1{AYPr1
1 Imo.
C/tuwtbn of the a•elMt of cotwete rfa•,.4d to boom a 90' fiend n an 6'
GI. 0a'r m4kt: the norwnef epreling Wwssure bt the pkw w �. 6S pl and MOs sett
satwl e n the Yea rmowgs sons and r0rw
2. Sl tilM
MorirnO. -t iwlwng pres�nrre (9ff 'o" 1) 00 psI . 0.7x n
0.t ift dim W a of 6 pipes - 9 05 In 6 06 2
Goa le Jere t 101 (Mt.0 pr4eewrf et 300 of tMa
Wt the th•wet
OR a 90' band Is 2'.36') ponft
09 to Two 2. Tw1e the seer bw%q teed fer
Gets om 11I1��1rrt�e�o a/.. n
a the as, '11- Ni faWtt wo � 9004" 110
Itepwn st trrechtl((�h�e)Jq.: 4 Aar
= N trortat 3 Yet
910 the Pero seeer"D*d In IIN go tat,
w reeeq to the Ono 000.$ aana
Arse of Coma (A) . net1M » 712 so ft
t■g LOSS
- tdestnh,rn height N Thfw« hoer (Wes) . 000 of Intosh n re«Intosh n rest
I
• 'f
h +2041
I
0401" of Concrete Ilwust Item (0c)
ww" of Trat«t in rest (f4 - Rtme D-Tator or Pip (e)
2
3 - 075 tt)ft
2
Ie0lstwtrlh t."?" N Th►wo bees (Lot) Also N Catarate --
Htel�nt N %4NMNe
Ate, - T6 - 3.56 ti
lesa•N Amount or Concrete . ("@Of ■ Doot" it length) ■ 003704
- (Hint s Un It Dc) ■ 0 03704
• (2.0 If 3,39 ■ 1 13) If 003706
• 0 3o ou r•
7.04U t
wwwn of rhthp in nerve
ire• ~ pse
r Test w 46' 22 -t/ !• 1/4
Osed (-do en
Bend - g— brae Deno
T 300 1120 3.0w 1,620 020 470
4- 700 3, 760 370 1910 1.470 750
r 3300 %500 1� 006 6.510 301 1 700
tt.360 11.seo x.660 1020
10" 275 21.20 70.x70 540 430 4,330
12• no 3f.930 Mo00 950 1]260 6.T10
"2011) 370 1r 2200 x0.:0 "2 wo 34.m 111~ t1�140 laox 1.240
10"1 200 62A40 01900 no 520 12.x601
24' 200 60.460 111//2997.960 M 300 320 1� too
70'I 200 ,41370 lN:.6.50 16KI•SO 7ft140�0 4x0.7
36' 200 loi,xeo
TA6lE I
am bend Leeeb to L/je. Ft-
1ho =to bwine raft elm the leear,rg tobr we hr
ma
hwnl• a • "r 1N d• th N core• over the p«e
-caeca 2 Foes
for ewrt»g Lose
'� Li Ast SA EL
4u Po «e
So" y
e wse. 1, o0
son. rlw bar. 23.01111)
saw std Draw Cr"entad 0•1• "I" 4,OOD
'�+ 10000
�^ +-use w w1, of trwwe" shell w raetrena o r�.. r
Its •aft 10 *sod loee
ntlons err rawer- of w0r
r OM M! w In( ar twrflmle t
1fy t0 1 th• I
Ii REF A' IQ tt',17- (xv .>ITr
itS :XAWCTFC COI JWN "tADevGS '2('v I AC
PORTION OF THE SE 1/4_ SE 1/4 SEC_ 19_ TWP OAN On= A w u
CAP
22 -1 /2a
SI
IN Mjil
v/
•r
11 -1/4a ,)00 BEND
FIGURE 1
NOTE: FOR CONVEX VERTICAL BENDS BLOCKING
SEE APWA STANDARD PLAN 40. 73.
CONCRETE HLOCIIONG SINLNG PROCEDURE
QR Cw)�f01
♦
OR
BEA1�1BE 1A�
Uff Ole!', 12/05
DWG. NAME: BR26 SP PAGE: 8085
CONCRETE
SUPPORT PAD
VAULT
'OMoAC' -CJNCA',CN GRAO,
..'sots •_�'.'. .. .-...:'.
ELEVATION
INSTALL EPDXY NON- SHRINK AND WATER
TIGHT GROUT (TYP.)
' CONCRETE SUPPORT PAD
;H. COMVAC'ED'pUNDA "ON GRAVE:
ELEVATION
DRILL AND TAP 12" DUCTILE IRON
PIPE AND INSTALL 1" (FORD CORP.
STOP F1000 90' ELL #L44- 44(CCxIP).
1
�6
{r 3" �°
1 _ t
12" Gi?E VALVE DWALL*?ION
1
(wI?H BY PASS ASSOMY - 17
AWPM
CiIr or I♦1!Q
�101� 2FItY�
V! MM Ivu
.7196 Rt t amA t ec ,' , xV DIM. NAME: BR48 SP PAGE' 8091
A-08-9\ CON CRETE BLOCKING SIZING PROCEDURE oo, 12" GATE VALVE INSTALLATION 1z
'2 (WITH BY PASS ASSEMBLY - 10)
12 "x 22" CONCRETE METER IN UNIMPROVED RIGHT OF WAY 2' -0"
BOX WITH 3/16" STEEL DIAMOND PLATE INSTALL METER BOX AT
COVER EQUAL TO FOG TITS METER PROPERTY LINE. Z . 3/4" SQUARES SPACED 3/4" CONCRETE
SEAL CO. B -10 METER BOX. Or. . AS INDICATED - HT. 1/8' CLASS 3000
6" MIN
1
SIDEWALK
FINISH GRADE 9" MAX O O 0 1/2"
�. p0p00
0 13
I ,
21" MIN
COVER ~- WATER METER TO BE I 1 12 "0
SUPPLIED BY THE CITY 2" MIN --
36" MIN COVER 36" MIN COVER I RAISE -1/2" FIBER JOINT
TYPE "K" SOFT
WIDE BORDER PACKING
COPPER TUBING
10rr
FORD COPPERSETTER 45' (1/8) BEND
VH 72- 15W- 44 -33G FOR 5 � 8 )
" x 3 4" METER g"
NEW DUCTILE IRON I LOOP DOWN TO CENTERLINE �I 72- 15W- 44 -44G FOR 1METER�
WATERMAIN OF WATER MAIN TO PROVIDE 8_3 4'• PIPE MATERIAL AS SPECIFIED
SLACK IN COPPER SERVICE BOTH INLET AND OUTLET WITH PACK JOINT WITH GRIPPER. BY THE ENGINEER
PADLOCK WINGS ON KEY VALVE SINGLE CHECK VALVE
LINE TO METER. ON OUTLET. 1 -1/4" I 11200 2" � 5/8"
CORPORATION STOP. FORD TAPERED ALL PACK -JOINT FITTINGS SHALL BE WITH GRIPPER. IN �_ m
THREAD (CC). PACK JOINT �3/4" F1000) t
2-718.1 4"
(! F1000) IF SERVICE LINE TO HOUSE IS TO BE 7„ kj`
INSTALLED IN THE FUTURE INSTALL k7
r
�.. FORD C14 -33 OR 44
22-1/2' FIDT x COMPRESSION COUPLING 7-314"
r� 8..
3/4" OR 1" GALVANIZED PLUG r
^'
FOR SERVICE FROM EXISTING STEEL 15' M I
EXISTING CAST IRON I ASBESTOS CEMENT OR PVC WATER MAINS PLUG TO BE SEALED —
OR DUCTILE IRON INSTALL DOUBLE STRAP SERVICE CLAMP CAST IRON RING AND COVER IN SAME MANNER AS
WATERMAIN EQUAL TO MUELLER CO. MAIN SEWER JOINTS. Ti•. _ _ —
9/4 0 Ala WATER 3BRVICE IN UNIMPROVED AREAS POUR 1' -0" THICK i d INCH OR B INCH CI$AN -OUT
ADOPTED 2'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND ADOPTED
aff or �pI RING AND COVER. AIR 0/ D
• • IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING
WA�M �M AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. • • aN 0 IIIII PIAM
>« UM 12/96 Uff DAM 12/99
anM 1wr Ji. wG IO^7� Added ^ones �y 4;.
DWG. NAME: BR41 SP PAGE: 8106 DWG. NAME: BW18B SP PAGE: 8076
4_1_0e 3/4" & 1' WATER SERVICE o7e 6 INCH OR 8 INCH CLEAN -
OUT
CONTRACTOR TO FIELD
VERIFY LOCATION OF EX.
So WATER STUB AND
CONNECT AND ALIGN WATER
LINE ACCORDINGLY
f 8 FT NEW 8"
WATERLINE
SEE NOTES
D �
v• •
•
VERTICAL CROSS (MJxFL) FOR POLYPIGGING
ONE BLIND FLANGE ON TOP WITH 20TAP do 2 0PLUG
ONE BLIND FLANGE ON BOTTOM
ONE (MJ) PLUG WITH 2" TAP & 2" TEMPORARY BLOW —OFF
TEMPORARY BLOCK
TESTING DETAIL
(BEFORE)
K1 C_w 8"
RLINE
NOTES
CONNECTION AT S. 21st STREET
N.T.B.
ROLL200
CONCRETE BLOCKI%
18' TO 20' 9EHINO BACK OF CURB
OR 12" KHINO 9ACK OF SIDEWALK
THAT IS ADJACENT TO CURB
TWO -PIECE CAST IRON VALVE BOO( WITH LUG TYPE COVER.
EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8' TOP SECTION WITH
REGULAR BASE SECTION LENGTH TO FIT VALUE NUT EXTENSION
AS REOLARED (SEE DWC 91446 / PAGE 9090).
RAISED PAVEMENT MARKER TYPE 88 AS
STIMSONITE TWO -WAY BLUE.
`NCI
ETE BLOCKING
T-- �-- CAST IRON TEE. WITH 6' FLANGE SLOE OU TILE T
e= 6' GA -E VALVE (FL X MJ) AWWA C -509, RESILIENT SEAT
t _
6' DUCTILE IRON PIPE, CLASS 52 CEMENT LINED. LENGTH TO FIT TWO 3/4`
STEEL TIE RODS SEE STD DETAIL FOR T:E RODS.
16'x!!" ■ 4' MIN14UM
CONCRETE BLOCK
LEVEL ALL GROUND UNDER HYDRAN' 1/3 CU. YD. WASHED DRAIN ROCK (3' TO 3/8 ")
MiN 3' RADIUS FIRE HYDRANT ASSEMBL
LEVEL ALL GROUND
5' STORTZ L M'% 3' RADIUS
ONE MAN ROCK
1
690
Qa ELL Plait HYDRANT ASS MMY DETAIL
HYDRANT LOCATION IN CUT OR FILL ADOPTED
al1T • 1.11
�1♦ >1➢
Add rave nut e■te ^sion. Reformat to it at? OCV O f I ice! Imn
R=, Pun^ w oo•! JCV J'
o►•ecte0 tax! ah eC point Coo► RrM OT
OMIIC. NAME: 8824 SP PAGE :8102
FIRE HYDRANT ASSEMBLY DETAIL
ALL 90' TURNS SHALL
4" CLEANOUT NrE Wt's BE ACCOMP' -;SHED BY MEANS NO T:
45' BE1N0 AND PLL G OF A NrvE AND 45' BEND. 1 Prior to Inol o-I'm of e Bonner sewer cwnacton.
I _ W:` 45' BENDS SHALL NOT awe seed Oer n t rinmat N y
I Rc A=PTABLE. Rentar o.,b Marts Dporb w It asw r1aw+ Mo City N
> >
2 Typos of *0 and flittnee that 00 be Hood far 6ohRvtt
aWows s*d n I be approved by the Oepar Ott of VIANC Mbrr
O Rtumt or neoprene gookets oe opealted by the rwertubetul
shall Ve used an jeinta
HOUSE a I HOUSE ( HOUSE o I HOUSE ] A reAMOvIrrh 9red4�oT 2X ','14' per foot) aerat M
maintobved wrth • pip ^ we enlent a 2% grade
cannot 14 rnantotnae 111e ow-w -wet grant a
i reloom to we Gt and • ^a^ con i"9111011 3 MIN 9' o pe at o weft of ll
4 iw hopeetlert of BIM owrw. cap 24 non
•• Np A5 1�E I 4' SLr1E� •' t'L I repose toast or�eNs t. pe reedy r M inwactlon
ti MORE TMANa4?E 40 . r��L) er.wos of rod t n.a. 5 de Bet Orttt 6gub
4" SURFACE w
Rv NO p�ANG h 4" SEWER PIPE, SEE NOTES 2 AND 3 tlltt4/ be to6to0 per C tr spoctFrcotors
'e IR CT) OR WILL b _ EANOU' 4" TEST TEE NTH MINIMUM LINE SIZE FOR OTHER T1rAN Make the cofinectran d1 the house. Do no/ bwkflt
�E� A j1�FiA � the d'tCh unto N vest b the r for
EAN UT 9lvt PLUG FACE UP SINCE. rIW':v IS 6" FinN Opra w-1�D�antead 001 the "at
4 ' CLEANCILI T (TYPICAL) oapt a to" nos Caen pvnlped awl and filed snM eorld.
!y PROPERTY LNNE tI71'E WITH PLU(e PROPERTY LINE
3 T` S arto6 mile dower w-t" 2' metimuen cow 19'
'p L- 6' MIN 'p ° �� o eaves s o6oweo c t the homes If put! in tlftdaw
ul � 6 "x 4" REDUCER (TYPICAL) • if side asteer Bleb to Plot ovoNMa The ow ^« shill
tp t„ be rg o0naao f r ib I1161abtiwt Tit. we seee•
W MAIN SEWER LINE W I r mhca to o rninntwn of 9 n a" It toe -s no,
�1 w w evs9tebto, the main smrw ne rnrot be topped
TYPICAL_ BUILDING SEWER INSTALLATION P AN now a diet iron vy Ae der, by
"" end b banded t N -0or snort be do ^e by o Iiesneed
r end bwnded cerkrxtw
4 5C . :: 7. Al stork shad be ocownpfs ed m etoowftf+os
F THL 9...�DNG SEWER SERVES ANY FIXTURE •nth the wean' tor+ tndratro; Sdety and
bR OR EOUAERTQNG HAVING FLOOD LEVEL RIMS LOCATED BELOW THE rleoth Act. (tlt+A)
ELEVATION OF THE NEXT UPSTREAM MANHOLE COVER
IN
• Al franc* roatarotten for 6106 soot +s M w6 p1191rc
110 ! - SURFACE CLEANOUT OF THE PUBLIC SEWER SYSTEM. A BACKI LOW PREVENTION ngrtt- of -woy "I eenlern+ to the -Pot wrroltt It —x%
4 "x 4 "x4'• WYE DEVICE SHALL BE INSTALLED EQUAL TO 'YPER 2-54 Foatoretten reeuY9rrtents as tMtoa- y dwq r.rf 23.
in 9. AN bu denp sons, and sift viewers "I hove
PIPING bedding In eccordanes 01!14 drow,,q 11011111`1101C 11011111`1101C 11011111`1101C 11011111`1101C or
4 ' 0101 es 4pplka6�a
4 "s s "x 4" TEST TEE 4" CALDER EAL A. TOOLI T IQ there shat be a n ptoften 10 hat horimpta ogtwatrn
I FACE UP AND PLUGGED
• 4'• NIPPLE weer. send Mwt9ert saporotlo" *at*,
aetween sent art y olds
6 "x 4" REDUCER 4 4"x�4'�WvE OUT nowers and as awes utetre
6" COUPLING TO FIT 4- PIPING
F a.. PIPE
— TYPICAL BUILDING SEWER
-REMOVE 2"44
MOvE '• STUD AND CAP OR PLUG PLAN
Itl LJ $
ON ENO OR EXISTING 6" SEWER PIPE. BwLOING DRAIN
° AND INSTALL BUILDING SEWER ZOUPLINGS. FOR LOW HOUSE SIDE SEER (PROPER'L'Y LIM
I I o REDUCER, TEES AND BENDS AS REQUIRED. TO BIWDIIG CONNECTION
PIIQPOr1'Y�l1tE . �
--- SEE SIDE SEWER DETAIL DWALLA'TION PLAN
PIPING TO 6,-0- ADOPTrD
BEYOND PROPERTY LINE 01 IIIIIIIIIII'MIIIII
6" SIDE OUTLET TEE CALL FOR LOCATIONS BEFORE YOU DOG
III SEE NOTE 6 SEINER MAIN 4&4R LOCATORS 1 -800- 424 - 55355 �11111) PLAW
I� o N 1W! Dlltli 12/01
BUILDING SEWER
INSTALLATION 'C/17/96 � o tee test ACV 'c pW(� NAME: BR35 SP PAGI
oa SIDE SEWER (PROPERTY LINE)
BY POLYPIG,
AND DISINFECTION, REMOVE TEMP. BLOCK
AND BLOW —OFF do CONNECT WITH SLEEVE
(MJ) do D.I. SPOOLS FINAL CONNECTION
BY CITY FORCES
FINAL CONNECTION DETAIL
(AFTER)
.w
TO BUILDING CONNECTION
INSTALLATION PLAN
5- 325803
NOTES:
CONTRACTOR SHALL POTHOLE AND VERIFY THE HORIZONTAL AND
VERTICAL ALIGNMENT OF EXISTING LINE OR STUB AND SHALL START
LAYING THE NEW LINE AT THE SAME HORIZONTAL AND VERTICAL
ALIGNMENT OF THE EXISTING STUB.
CITY FORCES WALL PERFORM THE FINAL CONNECTION FROM THE NEW
LINE TO THE EXISTING STUB WITH X. SLEEVE AND D . +. SPOOL
009
A
__w w w w . w mm � ■ g ■ v o l� � o r (''
vv
SEE PLAN FOR LOCATION OF ACCESS MANHOLE COVER
/� MANH(ki RiN(A ANU I.UV0< iU dt 15" (INAffIC IYPL)
CLEAN OPENING EQUAL TO INLAND FOUNDRY LIDS (IF. #714)
O
U
FIRE HYDRANT SMALL 9E COREY -TYPE EQUAL TO IOWA F -5110
PLASTER SMOOTH INSIDE AND OUTSIDE FACING
/ WITH SOLID LID EXCEPT FOR ONE 7/8" DIA. LIFT HOLE
COMPRESSION TYPE SUCH As aOw MEDALLION; M t H 629
m
OF ADJUSTMENT RINGS WITH 1/2' THICKNESS
Q
8" FROM CENTER. COVER SHALL HAVE WORDING "WATER ".
AND MUELLER SUPER CENTURION 200 WITH 6' MECHANICAL JOINT
INLET WITH LUGS
O
OF GROUT.
I 3 "MIN. - 12 "MAX CONCRETE LEVELING BRICK
s- 4' MAIN VALVE OPENNG, TWO 2 -1/T HOSE CONNECTIONS
wW
0_
SAFETY STEP
• '9
I OR PRECAST RINGS.
^r
NA ONAL STANDARD THREADS. 4' PUMPER CONNECTION CITY OF
SEATTLE THREADS WITH A STORTZ ADAPTOR, 4' SEATTLE THREAD
"'
O
AND LADDER
^
48" x 25" OFFSET CONE SECTION 19" HIGH
X 5' STORTI. ATTACHED WITH 1/S' STAINLESS STEEL CABLE.
•
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•
Q
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1 -1/4' PENTAGON OPERATING NUT FIRE HYDRANT TO BE
a o
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.�
T
FOR VALVE CHAMBER EQUAL TO PIPE INC.
ter: O
PAINTEO WITH TWO COATS OF PAINT PRESERVATIVE
in
Z
9-
CITY OF SEATTLE DESIGN.
PAINT No. 43 -655 SAFETY YELLOW OR APPROVED EQUAL
MAX 4'
Q
G •
c4•; • • `
V)
PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY.
FIRE ` ,0DRANT
•
MIN 2' `
T
•
C4
W
48" I.D. BASE SECTION WITH CUTOUTS TO MATCH
�- RISER SECTION FOR 12" WATER MAIN EQUAL TO
EXTENSION TO BE USED IF REQL:IRED.
'
PIPE INC.
U_
CONCRETE
SUPPORT PAD
VAULT
'OMoAC' -CJNCA',CN GRAO,
..'sots •_�'.'. .. .-...:'.
ELEVATION
INSTALL EPDXY NON- SHRINK AND WATER
TIGHT GROUT (TYP.)
' CONCRETE SUPPORT PAD
;H. COMVAC'ED'pUNDA "ON GRAVE:
ELEVATION
DRILL AND TAP 12" DUCTILE IRON
PIPE AND INSTALL 1" (FORD CORP.
STOP F1000 90' ELL #L44- 44(CCxIP).
1
�6
{r 3" �°
1 _ t
12" Gi?E VALVE DWALL*?ION
1
(wI?H BY PASS ASSOMY - 17
AWPM
CiIr or I♦1!Q
�101� 2FItY�
V! MM Ivu
.7196 Rt t amA t ec ,' , xV DIM. NAME: BR48 SP PAGE' 8091
A-08-9\ CON CRETE BLOCKING SIZING PROCEDURE oo, 12" GATE VALVE INSTALLATION 1z
'2 (WITH BY PASS ASSEMBLY - 10)
12 "x 22" CONCRETE METER IN UNIMPROVED RIGHT OF WAY 2' -0"
BOX WITH 3/16" STEEL DIAMOND PLATE INSTALL METER BOX AT
COVER EQUAL TO FOG TITS METER PROPERTY LINE. Z . 3/4" SQUARES SPACED 3/4" CONCRETE
SEAL CO. B -10 METER BOX. Or. . AS INDICATED - HT. 1/8' CLASS 3000
6" MIN
1
SIDEWALK
FINISH GRADE 9" MAX O O 0 1/2"
�. p0p00
0 13
I ,
21" MIN
COVER ~- WATER METER TO BE I 1 12 "0
SUPPLIED BY THE CITY 2" MIN --
36" MIN COVER 36" MIN COVER I RAISE -1/2" FIBER JOINT
TYPE "K" SOFT
WIDE BORDER PACKING
COPPER TUBING
10rr
FORD COPPERSETTER 45' (1/8) BEND
VH 72- 15W- 44 -33G FOR 5 � 8 )
" x 3 4" METER g"
NEW DUCTILE IRON I LOOP DOWN TO CENTERLINE �I 72- 15W- 44 -44G FOR 1METER�
WATERMAIN OF WATER MAIN TO PROVIDE 8_3 4'• PIPE MATERIAL AS SPECIFIED
SLACK IN COPPER SERVICE BOTH INLET AND OUTLET WITH PACK JOINT WITH GRIPPER. BY THE ENGINEER
PADLOCK WINGS ON KEY VALVE SINGLE CHECK VALVE
LINE TO METER. ON OUTLET. 1 -1/4" I 11200 2" � 5/8"
CORPORATION STOP. FORD TAPERED ALL PACK -JOINT FITTINGS SHALL BE WITH GRIPPER. IN �_ m
THREAD (CC). PACK JOINT �3/4" F1000) t
2-718.1 4"
(! F1000) IF SERVICE LINE TO HOUSE IS TO BE 7„ kj`
INSTALLED IN THE FUTURE INSTALL k7
r
�.. FORD C14 -33 OR 44
22-1/2' FIDT x COMPRESSION COUPLING 7-314"
r� 8..
3/4" OR 1" GALVANIZED PLUG r
^'
FOR SERVICE FROM EXISTING STEEL 15' M I
EXISTING CAST IRON I ASBESTOS CEMENT OR PVC WATER MAINS PLUG TO BE SEALED —
OR DUCTILE IRON INSTALL DOUBLE STRAP SERVICE CLAMP CAST IRON RING AND COVER IN SAME MANNER AS
WATERMAIN EQUAL TO MUELLER CO. MAIN SEWER JOINTS. Ti•. _ _ —
9/4 0 Ala WATER 3BRVICE IN UNIMPROVED AREAS POUR 1' -0" THICK i d INCH OR B INCH CI$AN -OUT
ADOPTED 2'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND ADOPTED
aff or �pI RING AND COVER. AIR 0/ D
• • IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING
WA�M �M AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. • • aN 0 IIIII PIAM
>« UM 12/96 Uff DAM 12/99
anM 1wr Ji. wG IO^7� Added ^ones �y 4;.
DWG. NAME: BR41 SP PAGE: 8106 DWG. NAME: BW18B SP PAGE: 8076
4_1_0e 3/4" & 1' WATER SERVICE o7e 6 INCH OR 8 INCH CLEAN -
OUT
CONTRACTOR TO FIELD
VERIFY LOCATION OF EX.
So WATER STUB AND
CONNECT AND ALIGN WATER
LINE ACCORDINGLY
f 8 FT NEW 8"
WATERLINE
SEE NOTES
D �
v• •
•
VERTICAL CROSS (MJxFL) FOR POLYPIGGING
ONE BLIND FLANGE ON TOP WITH 20TAP do 2 0PLUG
ONE BLIND FLANGE ON BOTTOM
ONE (MJ) PLUG WITH 2" TAP & 2" TEMPORARY BLOW —OFF
TEMPORARY BLOCK
TESTING DETAIL
(BEFORE)
K1 C_w 8"
RLINE
NOTES
CONNECTION AT S. 21st STREET
N.T.B.
ROLL200
CONCRETE BLOCKI%
18' TO 20' 9EHINO BACK OF CURB
OR 12" KHINO 9ACK OF SIDEWALK
THAT IS ADJACENT TO CURB
TWO -PIECE CAST IRON VALVE BOO( WITH LUG TYPE COVER.
EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8' TOP SECTION WITH
REGULAR BASE SECTION LENGTH TO FIT VALUE NUT EXTENSION
AS REOLARED (SEE DWC 91446 / PAGE 9090).
RAISED PAVEMENT MARKER TYPE 88 AS
STIMSONITE TWO -WAY BLUE.
`NCI
ETE BLOCKING
T-- �-- CAST IRON TEE. WITH 6' FLANGE SLOE OU TILE T
e= 6' GA -E VALVE (FL X MJ) AWWA C -509, RESILIENT SEAT
t _
6' DUCTILE IRON PIPE, CLASS 52 CEMENT LINED. LENGTH TO FIT TWO 3/4`
STEEL TIE RODS SEE STD DETAIL FOR T:E RODS.
16'x!!" ■ 4' MIN14UM
CONCRETE BLOCK
LEVEL ALL GROUND UNDER HYDRAN' 1/3 CU. YD. WASHED DRAIN ROCK (3' TO 3/8 ")
MiN 3' RADIUS FIRE HYDRANT ASSEMBL
LEVEL ALL GROUND
5' STORTZ L M'% 3' RADIUS
ONE MAN ROCK
1
690
Qa ELL Plait HYDRANT ASS MMY DETAIL
HYDRANT LOCATION IN CUT OR FILL ADOPTED
al1T • 1.11
�1♦ >1➢
Add rave nut e■te ^sion. Reformat to it at? OCV O f I ice! Imn
R=, Pun^ w oo•! JCV J'
o►•ecte0 tax! ah eC point Coo► RrM OT
OMIIC. NAME: 8824 SP PAGE :8102
FIRE HYDRANT ASSEMBLY DETAIL
ALL 90' TURNS SHALL
4" CLEANOUT NrE Wt's BE ACCOMP' -;SHED BY MEANS NO T:
45' BE1N0 AND PLL G OF A NrvE AND 45' BEND. 1 Prior to Inol o-I'm of e Bonner sewer cwnacton.
I _ W:` 45' BENDS SHALL NOT awe seed Oer n t rinmat N y
I Rc A=PTABLE. Rentar o.,b Marts Dporb w It asw r1aw+ Mo City N
> >
2 Typos of *0 and flittnee that 00 be Hood far 6ohRvtt
aWows s*d n I be approved by the Oepar Ott of VIANC Mbrr
O Rtumt or neoprene gookets oe opealted by the rwertubetul
shall Ve used an jeinta
HOUSE a I HOUSE ( HOUSE o I HOUSE ] A reAMOvIrrh 9red4�oT 2X ','14' per foot) aerat M
maintobved wrth • pip ^ we enlent a 2% grade
cannot 14 rnantotnae 111e ow-w -wet grant a
i reloom to we Gt and • ^a^ con i"9111011 3 MIN 9' o pe at o weft of ll
4 iw hopeetlert of BIM owrw. cap 24 non
•• Np A5 1�E I 4' SLr1E� •' t'L I repose toast or�eNs t. pe reedy r M inwactlon
ti MORE TMANa4?E 40 . r��L) er.wos of rod t n.a. 5 de Bet Orttt 6gub
4" SURFACE w
Rv NO p�ANG h 4" SEWER PIPE, SEE NOTES 2 AND 3 tlltt4/ be to6to0 per C tr spoctFrcotors
'e IR CT) OR WILL b _ EANOU' 4" TEST TEE NTH MINIMUM LINE SIZE FOR OTHER T1rAN Make the cofinectran d1 the house. Do no/ bwkflt
�E� A j1�FiA � the d'tCh unto N vest b the r for
EAN UT 9lvt PLUG FACE UP SINCE. rIW':v IS 6" FinN Opra w-1�D�antead 001 the "at
4 ' CLEANCILI T (TYPICAL) oapt a to" nos Caen pvnlped awl and filed snM eorld.
!y PROPERTY LNNE tI71'E WITH PLU(e PROPERTY LINE
3 T` S arto6 mile dower w-t" 2' metimuen cow 19'
'p L- 6' MIN 'p ° �� o eaves s o6oweo c t the homes If put! in tlftdaw
ul � 6 "x 4" REDUCER (TYPICAL) • if side asteer Bleb to Plot ovoNMa The ow ^« shill
tp t„ be rg o0naao f r ib I1161abtiwt Tit. we seee•
W MAIN SEWER LINE W I r mhca to o rninntwn of 9 n a" It toe -s no,
�1 w w evs9tebto, the main smrw ne rnrot be topped
TYPICAL_ BUILDING SEWER INSTALLATION P AN now a diet iron vy Ae der, by
"" end b banded t N -0or snort be do ^e by o Iiesneed
r end bwnded cerkrxtw
4 5C . :: 7. Al stork shad be ocownpfs ed m etoowftf+os
F THL 9...�DNG SEWER SERVES ANY FIXTURE •nth the wean' tor+ tndratro; Sdety and
bR OR EOUAERTQNG HAVING FLOOD LEVEL RIMS LOCATED BELOW THE rleoth Act. (tlt+A)
ELEVATION OF THE NEXT UPSTREAM MANHOLE COVER
IN
• Al franc* roatarotten for 6106 soot +s M w6 p1191rc
110 ! - SURFACE CLEANOUT OF THE PUBLIC SEWER SYSTEM. A BACKI LOW PREVENTION ngrtt- of -woy "I eenlern+ to the -Pot wrroltt It —x%
4 "x 4 "x4'• WYE DEVICE SHALL BE INSTALLED EQUAL TO 'YPER 2-54 Foatoretten reeuY9rrtents as tMtoa- y dwq r.rf 23.
in 9. AN bu denp sons, and sift viewers "I hove
PIPING bedding In eccordanes 01!14 drow,,q 11011111`1101C 11011111`1101C 11011111`1101C 11011111`1101C or
4 ' 0101 es 4pplka6�a
4 "s s "x 4" TEST TEE 4" CALDER EAL A. TOOLI T IQ there shat be a n ptoften 10 hat horimpta ogtwatrn
I FACE UP AND PLUGGED
• 4'• NIPPLE weer. send Mwt9ert saporotlo" *at*,
aetween sent art y olds
6 "x 4" REDUCER 4 4"x�4'�WvE OUT nowers and as awes utetre
6" COUPLING TO FIT 4- PIPING
F a.. PIPE
— TYPICAL BUILDING SEWER
-REMOVE 2"44
MOvE '• STUD AND CAP OR PLUG PLAN
Itl LJ $
ON ENO OR EXISTING 6" SEWER PIPE. BwLOING DRAIN
° AND INSTALL BUILDING SEWER ZOUPLINGS. FOR LOW HOUSE SIDE SEER (PROPER'L'Y LIM
I I o REDUCER, TEES AND BENDS AS REQUIRED. TO BIWDIIG CONNECTION
PIIQPOr1'Y�l1tE . �
--- SEE SIDE SEWER DETAIL DWALLA'TION PLAN
PIPING TO 6,-0- ADOPTrD
BEYOND PROPERTY LINE 01 IIIIIIIIIII'MIIIII
6" SIDE OUTLET TEE CALL FOR LOCATIONS BEFORE YOU DOG
III SEE NOTE 6 SEINER MAIN 4&4R LOCATORS 1 -800- 424 - 55355 �11111) PLAW
I� o N 1W! Dlltli 12/01
BUILDING SEWER
INSTALLATION 'C/17/96 � o tee test ACV 'c pW(� NAME: BR35 SP PAGI
oa SIDE SEWER (PROPERTY LINE)
BY POLYPIG,
AND DISINFECTION, REMOVE TEMP. BLOCK
AND BLOW —OFF do CONNECT WITH SLEEVE
(MJ) do D.I. SPOOLS FINAL CONNECTION
BY CITY FORCES
FINAL CONNECTION DETAIL
(AFTER)
.w
TO BUILDING CONNECTION
INSTALLATION PLAN
5- 325803
NOTES:
CONTRACTOR SHALL POTHOLE AND VERIFY THE HORIZONTAL AND
VERTICAL ALIGNMENT OF EXISTING LINE OR STUB AND SHALL START
LAYING THE NEW LINE AT THE SAME HORIZONTAL AND VERTICAL
ALIGNMENT OF THE EXISTING STUB.
CITY FORCES WALL PERFORM THE FINAL CONNECTION FROM THE NEW
LINE TO THE EXISTING STUB WITH X. SLEEVE AND D . +. SPOOL
009
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