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THE FOLLOWING :• . ABBREVIATIONS
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S.M. BENCH MARK
CONC. CONCRETE
EQ. EQUATION F.M. FORCE MAIN
VALVE
won
SANTA ANA RIVER BRIDGE-ELEVATION 16.014 FEET
ENAMOR.
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COUNTY SANITATION DISTRICTS OF ORANGE COUNTY, CALIF.
DISTRICT NO. 7
PLAN a PROFILE
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DISTRICT NO. 7
_ PLAN a PROFILE
C
STA. 27+83.17 TO STA. 45+12-99
NEWPORT AVE. SUB-TRUNK SEWER
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PLATE 2- PLAN - PROFILE O.F.R. &R. E. STANDARD
:. - - EUFFEL & ES$FR DO, NEW YORK.
°
P
ns "oe, c'-
�� •, ^;, e wd �; a ^c alas �e.�-
'; ,'ets a ` ✓doe^ /
-See
r
See Oetci/
2- #4 3ors
PLAN
,Q• 2x O
� See no -e nc.S
I 1 j
=.!
ECCENTR IC FLA T TOP
7G°
-- FLAT TOP DETAIL
_ - - - -_ - -- c -�-/2 Cemen t Mar %r
�!,4 sect %e:^ c nte.�ed Precast conC.
OVC.- o/DE ;7 1Orvn - .14
sr:�ee• -n side � r . � P
Cemenf rnor; cr T; /et.
v° v a
ECCE.vTR /C °
D FLAT TOP
' 60' /.D. JOINT DETAIL
1
1
1
Shoff ot show,
o' r ' n
° 60 "or ae" D .?
Thesofiit e%votion � %3 p
tgi� o F!// Fi /lets o ° ofsfub to match o.
ja `� (See note on ;°,'en Soffit o.rtrunk '/,-7e r
SLOPE 'lC9pvC) .p �:':o•
1 (�
tip. In v. Eiev see
I V
EL E VATION SEC -TION A -A
STANDARD 60" /.D. MANHOLE
DETAIL I
z"
When broken end of'pipe is
with; n - ncnho /e break back
lush with Ins /de of fianho /e
wa // broken edc
Smooth• When unbroken en`
of pipe iS in manhole leave
Soc/cre e-�d c ^d ti/.' fi'llets O
upper section to drain.
12-404 Bors hooked
Each end.
6
G��e:.a/ .�cx�frf - //! Gene2s,� .3ac%fiY/ G�nor,a/ Q9ckfi%/
W
"oe�L /m,, of Pipe Zone •N� U/�Fer Limi! of Pa 2onr
Q�: µ(i; � hHndSf� pod frcvr, � Q' 1
y.' C 3A•. � v°
i
TYP£ / BEDDING
L -
p�OUndB.HOn
Los QO.'
Mih
TYPE /// BEDD /N
DETAIL 4
J''UGYMt30t-
TYPE H BEDDING
+rte
See
t
V.
N
�9
N
STANDARD MANHOLE NOTES �
/. Where mBnhO. /N 3'�rc.c %.'•-� ,ls: �S' in CX /Sl.;�q ,odvPn-?�n/ v,1 1•-,�°
!tiv� lied Ksy ar Ifs ��x:3ri�q shoo /o�� the msnh0%> .ai.
Letters 3 "h/ h be o; ® cad F/u,5h .v,Ln -,-7e 1 =x /sf.:-7q s ,face. Where +he 5 0
.9 ou /sides fho tra�'e'eo' WaS or in the
!bo of ttie rr�n,7o /e cover /B "above ex.'s: i�r' q ou.�d ors3
Letters 3 "h9r, direr -c;'ed dy t.�c� enq::�c�Q'-
x x 2. hoops of No.4 Wire gA=?// be cast ,i-ro a:/s%at
�� W �` 3Bfefy in fa9no'bnq.
{
_ 3.S�e/ions of rndnho /es on the P/sns app;y of
_ �. —' \ center,'ine of rrzsnnale un >'ess aft?i°,'-rvi.9�° no 4ac: � lava,- o - ^�. �
shown at n'A9nr,0'O Cd-rW- /- csnd me
p C 5 O \ / • invert gre4de //ne unless o/hsri /se nofed_
R• 2x D. 4 re9. d. \ I �� c O, Z>, CPro JZ
�4 are shown on os;? eno
sheets . _ _ --
g D�4ti � _ S. Co- �crete rhgs co�e� aid serf �-
PLAN
See note h''o.1
Top of"pave/nenf
or ex/st /n9 Grade
r—P /aster- f %lef /
�- //2 "Cement M0,-4. -
24" a 8- 3° Collar
° sections
' SfOndcrd 24 "/. D. M.H.
e v.
°' Section centered
STRAIGHTS /DE a -�.
fCENTQ /C CJNE ; over,01pe down stream
° n s/Ce,
orx4 ds man�;,ecru.rea
by Assocsted Concrete proa.ets Co. or c�opro,•rc �_ s.
Bnd cenfrifugsl /y noun un.GS <ss .�enuh'sc %..,_qd Oy
Ame, -ican P.pe ano Constrc coon Co. o. sporo ✓eo eq a/
shall be
6dric-/c manholes with s min %mum 8 "'rte /;' LhcnneS.�(vvh.�n
PLAN aeoih o {s�,„er exc�ds 22 f�E ; w a: / ih;c,4ness sfhs /' b:
12 //7che5 and Concrete rise 9 "x� /;' de ex.�rx �ed fo F :: �.
f- oofinq For the /Z//7c/7 wa //- )con {arm ling to inferior m<vn-
ho% d/inen5ions cgs deioi/ed Bncr fo the soeCi {Catio,^
/%a9y be cued as an option in /i�u of 4eitnch 1. O. ,or. -• -
C'BSt tl'71�nh0 /�3. COnCr�fe mBnho% 6e,8E arld cr�,trsn� '
eS dd`tai/eo' She // 645- 4/Sd'd ho / ,-5.
{
SECTION X -X �rnovab /� St000sr
Ssal with csment.
MANHOLE FRAME AND COVER �/-
G"X6"
H6" Si je ^ E. B. Mori 3 Foundry Model Nc s M- -3644 I — commerciB/, Indus; B � aid. n / «, `
and X-3644,4, modlfl ed os obove, O%- I ,
approved aqua/. � '.,��• ,¢
24 "5i3e DEB. Morit Foundrey/ Mode/ No. M -/254 � '
modlfieo�aaob oroporoveal a 9 ua/" i -CCsss :4�" ;
DETA /L 3 6 I cotx
o:.
roll
lad 24-
,: a �— %2 °Grout between
beve /Jo %nts.
° t!c. 4 5t000er- CONE DETAIL
CHIMNEY f
h
weer 7.-19,'7t o o ° DETA /t 5 3
Ye..
b
4
41
. • . -
D ( See note on Plan . 8offif e wat/bn
7/" S obove, ll ^' 100 �`. of Trun t�E` .•n a:'�°be oY v b �c 'E"'C-;�.f /h \ *'
,a ° �.'P' Nhifo- wi/hi(76. 2rCy ,jam•
Q•�' L
-
�/ c `w q 1..C7rL'.3✓C:/tJ!- 'V'i .,n?°e-C idi.Q CJmY 'Z°S.00,1L4 /, "� h- .a�..' ^�'X .\.�
6 Min. 48 I.D. JOINT DETA /L
. 46ASE POURED /N PL,4CE °..:. Grusred Rack Belo-
inq f Nlye- L A T E R A L
PROP #A#IIOL E
EL E V A T /ON
DETA /t 6
STANDARD 48" /.D. MANHOLE
DETAIL 2
T
NOTE= Unt�SS O //7si-rvis�° SG�e-ifi�d, 'W" NO SCALE
Over id h 517911 be the (argesf o -O. of- /he oioe or a •:.
°N _" pine be! /p/ccS /2" for minimum width; A.
� Uperr �;,�r,;'f of P,;oe Zone a'tW// be fhs 19rgs5," 0.0. of fhs ,o %,oe - �� � � O' C.hss °e'ezu�c„efe C 0 U fi T Y S �',1� 1' � T I G Ii D ; S R ! , T S 0 f 0 r. � '� k � � � .� ?! " I' °'
` or- pion be/ /p /us /6 "for m ®ximum pisTpi S ti� 7
\ w/ofh, "W "shall be measured /2" e�'
C /ass G- roncrctr - / - Obo✓s fhs pipef� //. a ` •:�•:. _
NEWPORT AVE. SUB -TRUNK SEWER
°- Firm C/neX caveted bank . o o° .� ° o
'C /L°a9n Bdnd
_L Greve /arCrc%sf7dk-1%ock MISCELLANEOUS IRMANHOLE DETAILS
!•Of left. -
Mgx /mum to be defet-mined B O Y L E AND L O W R Y
/n fie /d by fhe Engineer on fhe bear CONCRETE ENCASEMENT
Of ,Taex /mum overw /dth a°,ccavated. k k h 111 N R I ml
A
TYPE_"E00 1NG DETAIL 7
y
4 ,
_ s f
I
°
P
ns "oe, c'-
�� •, ^;, e wd �; a ^c alas �e.�-
'; ,'ets a ` ✓doe^ /
-See
r
See Oetci/
2- #4 3ors
PLAN
,Q• 2x O
� See no -e nc.S
I 1 j
=.!
ECCENTR IC FLA T TOP
7G°
-- FLAT TOP DETAIL
_ - - - -_ - -- c -�-/2 Cemen t Mar %r
�!,4 sect %e:^ c nte.�ed Precast conC.
OVC.- o/DE ;7 1Orvn - .14
sr:�ee• -n side � r . � P
Cemenf rnor; cr T; /et.
v° v a
ECCE.vTR /C °
D FLAT TOP
' 60' /.D. JOINT DETAIL
1
1
1
Shoff ot show,
o' r ' n
° 60 "or ae" D .?
Thesofiit e%votion � %3 p
tgi� o F!// Fi /lets o ° ofsfub to match o.
ja `� (See note on ;°,'en Soffit o.rtrunk '/,-7e r
SLOPE 'lC9pvC) .p �:':o•
1 (�
tip. In v. Eiev see
I V
EL E VATION SEC -TION A -A
STANDARD 60" /.D. MANHOLE
DETAIL I
z"
When broken end of'pipe is
with; n - ncnho /e break back
lush with Ins /de of fianho /e
wa // broken edc
Smooth• When unbroken en`
of pipe iS in manhole leave
Soc/cre e-�d c ^d ti/.' fi'llets O
upper section to drain.
12-404 Bors hooked
Each end.
6
G��e:.a/ .�cx�frf - //! Gene2s,� .3ac%fiY/ G�nor,a/ Q9ckfi%/
W
"oe�L /m,, of Pipe Zone •N� U/�Fer Limi! of Pa 2onr
Q�: µ(i; � hHndSf� pod frcvr, � Q' 1
y.' C 3A•. � v°
i
TYP£ / BEDDING
L -
p�OUndB.HOn
Los QO.'
Mih
TYPE /// BEDD /N
DETAIL 4
J''UGYMt30t-
TYPE H BEDDING
+rte
See
t
V.
N
�9
N
STANDARD MANHOLE NOTES �
/. Where mBnhO. /N 3'�rc.c %.'•-� ,ls: �S' in CX /Sl.;�q ,odvPn-?�n/ v,1 1•-,�°
!tiv� lied Ksy ar Ifs ��x:3ri�q shoo /o�� the msnh0%> .ai.
Letters 3 "h/ h be o; ® cad F/u,5h .v,Ln -,-7e 1 =x /sf.:-7q s ,face. Where +he 5 0
.9 ou /sides fho tra�'e'eo' WaS or in the
!bo of ttie rr�n,7o /e cover /B "above ex.'s: i�r' q ou.�d ors3
Letters 3 "h9r, direr -c;'ed dy t.�c� enq::�c�Q'-
x x 2. hoops of No.4 Wire gA=?// be cast ,i-ro a:/s%at
�� W �` 3Bfefy in fa9no'bnq.
{
_ 3.S�e/ions of rndnho /es on the P/sns app;y of
_ �. —' \ center,'ine of rrzsnnale un >'ess aft?i°,'-rvi.9�° no 4ac: � lava,- o - ^�. �
shown at n'A9nr,0'O Cd-rW- /- csnd me
p C 5 O \ / • invert gre4de //ne unless o/hsri /se nofed_
R• 2x D. 4 re9. d. \ I �� c O, Z>, CPro JZ
�4 are shown on os;? eno
sheets . _ _ --
g D�4ti � _ S. Co- �crete rhgs co�e� aid serf �-
PLAN
See note h''o.1
Top of"pave/nenf
or ex/st /n9 Grade
r—P /aster- f %lef /
�- //2 "Cement M0,-4. -
24" a 8- 3° Collar
° sections
' SfOndcrd 24 "/. D. M.H.
e v.
°' Section centered
STRAIGHTS /DE a -�.
fCENTQ /C CJNE ; over,01pe down stream
° n s/Ce,
orx4 ds man�;,ecru.rea
by Assocsted Concrete proa.ets Co. or c�opro,•rc �_ s.
Bnd cenfrifugsl /y noun un.GS <ss .�enuh'sc %..,_qd Oy
Ame, -ican P.pe ano Constrc coon Co. o. sporo ✓eo eq a/
shall be
6dric-/c manholes with s min %mum 8 "'rte /;' LhcnneS.�(vvh.�n
PLAN aeoih o {s�,„er exc�ds 22 f�E ; w a: / ih;c,4ness sfhs /' b:
12 //7che5 and Concrete rise 9 "x� /;' de ex.�rx �ed fo F :: �.
f- oofinq For the /Z//7c/7 wa //- )con {arm ling to inferior m<vn-
ho% d/inen5ions cgs deioi/ed Bncr fo the soeCi {Catio,^
/%a9y be cued as an option in /i�u of 4eitnch 1. O. ,or. -• -
C'BSt tl'71�nh0 /�3. COnCr�fe mBnho% 6e,8E arld cr�,trsn� '
eS dd`tai/eo' She // 645- 4/Sd'd ho / ,-5.
{
SECTION X -X �rnovab /� St000sr
Ssal with csment.
MANHOLE FRAME AND COVER �/-
G"X6"
H6" Si je ^ E. B. Mori 3 Foundry Model Nc s M- -3644 I — commerciB/, Indus; B � aid. n / «, `
and X-3644,4, modlfl ed os obove, O%- I ,
approved aqua/. � '.,��• ,¢
24 "5i3e DEB. Morit Foundrey/ Mode/ No. M -/254 � '
modlfieo�aaob oroporoveal a 9 ua/" i -CCsss :4�" ;
DETA /L 3 6 I cotx
o:.
roll
lad 24-
,: a �— %2 °Grout between
beve /Jo %nts.
° t!c. 4 5t000er- CONE DETAIL
CHIMNEY f
h
weer 7.-19,'7t o o ° DETA /t 5 3
Ye..
b
4
41
. • . -
D ( See note on Plan . 8offif e wat/bn
7/" S obove, ll ^' 100 �`. of Trun t�E` .•n a:'�°be oY v b �c 'E"'C-;�.f /h \ *'
,a ° �.'P' Nhifo- wi/hi(76. 2rCy ,jam•
Q•�' L
-
�/ c `w q 1..C7rL'.3✓C:/tJ!- 'V'i .,n?°e-C idi.Q CJmY 'Z°S.00,1L4 /, "� h- .a�..' ^�'X .\.�
6 Min. 48 I.D. JOINT DETA /L
. 46ASE POURED /N PL,4CE °..:. Grusred Rack Belo-
inq f Nlye- L A T E R A L
PROP #A#IIOL E
EL E V A T /ON
DETA /t 6
STANDARD 48" /.D. MANHOLE
DETAIL 2
T
NOTE= Unt�SS O //7si-rvis�° SG�e-ifi�d, 'W" NO SCALE
Over id h 517911 be the (argesf o -O. of- /he oioe or a •:.
°N _" pine be! /p/ccS /2" for minimum width; A.
� Uperr �;,�r,;'f of P,;oe Zone a'tW// be fhs 19rgs5," 0.0. of fhs ,o %,oe - �� � � O' C.hss °e'ezu�c„efe C 0 U fi T Y S �',1� 1' � T I G Ii D ; S R ! , T S 0 f 0 r. � '� k � � � .� ?! " I' °'
` or- pion be/ /p /us /6 "for m ®ximum pisTpi S ti� 7
\ w/ofh, "W "shall be measured /2" e�'
C /ass G- roncrctr - / - Obo✓s fhs pipef� //. a ` •:�•:. _
NEWPORT AVE. SUB -TRUNK SEWER
°- Firm C/neX caveted bank . o o° .� ° o
'C /L°a9n Bdnd
_L Greve /arCrc%sf7dk-1%ock MISCELLANEOUS IRMANHOLE DETAILS
!•Of left. -
Mgx /mum to be defet-mined B O Y L E AND L O W R Y
/n fie /d by fhe Engineer on fhe bear CONCRETE ENCASEMENT
Of ,Taex /mum overw /dth a°,ccavated. k k h 111 N R I ml
A
TYPE_"E00 1NG DETAIL 7
y
4 ,
_ s f