HomeMy WebLinkAboutS_5071_SJ
0
a •
•
"'" ir I _-----_ 1-
VICINITY MAP
IL4 0 1/4 1/2 3/4 I
GRAPHIC SCALE IN Ml~ES
--LE GEt-JD--
EX l'ST. ':>EWEl2 LINE
EXIST. SE.WE.12 MANHOLE
EXIST VAULTING, STl?UCT
EXIST. PUMPI/\Jq STATI0"-1
'
--~~-~~ __ ,
,, ,'
' ,
'-. ·.<
COUNTY SANITATION DISTRICTS OF ORANGE COUNTY
DISTRICT NO. 5
CONSTRUCTION PLANS
MANHOLE REPLACEMENT
AND
REPAIR PROGRAM
CONTRACT 5-14R
\
E'LY LIMIT
L_OF WORk -
LOCATION PLAN
1200 0 1200
GRAPHIC SCALE IN FEET
2400 DATUM·
ALL PLAN ELEVATION~ r:2EFEI? TO
U.S.C. i; G.':i )92'1 MEAN SE.A LEVEL
f~IST. IO" l
"',,,,,=:,,..Y. C.P. SE WE£' ·"""----... , :"'=:
-'
SHEET
NQ
I. TITLE
INDEX
DESCfuP I ION
SHEET
2. PLAN -SANTA ANA RIVER TO UPPER BAY
3. FORCE MAIN RELOCATION a M.H.VAULT SITE PLAN
4. TYPICAL MANHOLE DETAILS a M.H. VAULT NO. 2
5. M.H. VAULTS NO. I a N0.3 AND MISC. DETAILS
APPR~ED a SUBMITTED ,tr2•✓?·??
BY ./k,,✓c:4 • s • ..... >
DONALD C. SIMPSON
CONSULTINr.; CIVIL ENGINEER
3345 NEWPORT BL\/0,
NEWPORT B~ACH, CALIFORNIA
DRll.WING NUMBER
5-14 R
'iHFFT NLJMP,ER
I OF 6
I
I,
'
-
-----------,
\\
SANITATION
DISTRICT
PLANT N.2 Z.
I
I
---------==
I
' ' • I •
• ' ' \
' ' • \ •
I
I
LEGEND
---!:XIST. 'SE.WE.£ LINE
o f.XJST, SEIN'E.E. MANHOLE
a EXl':>T. VAULTING '5Tli?UCTUl2E
e E:XIST PUMP/NGi 'STATION
@ MANHOLE NUMBER
•
I
GENERAL PLAN •
800 - -
o~~~8~00~iiiiiiiiiiiiiiiiiliiii600
GRAPHIC SCALE IN FEET - -
\ll I).
I). ::>
NOTE
SEE SHEET N!2 4 FO!" TV~ICAL~
MANHOLE REPI...ACt:1',iE.N r DE ,AIL.
COUNTY SANITATION DISTRICTS OF ORANGE COUNTY
DISTRICT NO. 5
REPAIR AND REPLACEMENT PROGRAM
MANHOLE PLAN
SANTA ANA RIVER TO UPPER BA.Y
--
L.JESIGN F.D £;, ;;:.,;., DRA,Vl~G NUMBER
DONALD C. SIMPSON 5-14 R
CONSUL TING CIVIL ENGINEER
334S HEVlf'ORT BOULEVARD SHEET NUMBER
,~HECKED NEWPORT IIEACH. CALIFORNIA '11'160
")A TE OCT. t2.. (lj,O(, OR 5-1431 2 OF 5
I , '
8
4
0
-4
EXIST 3~' VC P
I
I
EJ\IS T 3(,," V.C p
'
INSTALL 2.,•·x 31o·
VCP INCJ2EASE.~ _,
~--EXIST. 2.T' F012CE. MAIN,
N
ni
2
0 0 + 0
/
/ ABANDON Tl-HS PO!c.TION ,
E', PLUC, EACH END -. , ( 30" 4 , r
/ ~ ~~=--=========:===-======= t_ '-~3
f--' 1/l
i;J 2
2 ~ 0 ...,
llJ
-tj--u Cl! -~ +
0
I ;....
N
/ ..,.,.----_,.,.---_ ....
IIIL ,,1--__ ----'=I ____ =~-------_-.. --f -----
------------------
(!EXIST M.H. VAULT N£ 1
$EE DETAIL ffi
•
PLAN
SCALE: 1·" 2.0'
r· EXIST. z.-r· F012CE
MAIN
EXIST. 30'' v.cij
5E.WE!2
2.+00 1+50 1+00 0+50 0+00
----------------------
!
' -----<( -·
--J OUT~ n.. i.----· "' ----Ill
uJ If>
\9 -·
f:
4 -
00 ~ -I
> :z -
E.XIS T GR'.OIJND L tJ E. ~ 8 lo CONC.. CA$ING,
\ 's:>EE DETAIL
----1-·--------r---____ _1 __ -o -;!:: t ---------------. -· .
IDE WALL. -.,, ,_,.., n -~-~
/NEW 3,;;· v.c p
s C O.'l."7%
-----------~-
27 11 SEWER
--
-----------
r1.1" X 3t;· V.CP
INCeE.A5E~
-
'S -- I Q'2._6/~
ro_J Q
j0 -CJ I'-I.(\ Q l('I I ,.; I'-'
----·-·------·.O --
+::,.+~
0~ 0;;;
PROFILE
HO l?Z.: 1· = 1.0'
VERT: 1·~4·
'
ai
\!f
0
l/'l ·c,
0
FORCE MAIN
/ ----·-
/ 221/z" V.CP BE.ND 1,/ ;-NEW 1. 7.. ,,. • ·"'-x-_:,,,,--.,·:t,.:.:,..· .. ~ \ I ,,--. M
.. • '-• I . /4 •·-N· .• / l'JL~V LI --:J I L _ . •I -.. ''\, 0 ·"' . -CYL. PIPE., 0.,, ••' .. /'\~ .. ['\ SEE 0ETAIL"A" .... y _Q '\:'',..
i I_-/ ~0v ~:~•¥.',OQ
-\
(s cQI,,£%}
• l'isr -, ' ···-I o '/✓ -o'-1' ....; V
-m __./' ~-N c--i , ,-J -+ ':,.-"-' 2 ~
ST. c.1_" ;z ,..,
N ~0 If! 7::,. CJ_ • ti;! ~ . e-fL,
N \<)-..II-' 2 ~ lfl U+1 F012CE MAII-J g I'-ci C ci w2-I lll'OJ sj-II ,-
' ' 6 Ol-..., --.. ---
TYP. + ri r--' + t3'; 30' VEl2.T. CUl?VEO 19 N; +· o> 0
<; 01 :I:~ I ~·q;
-•---•s -IB I""' ' ·-~
ro :§;! I
i
RELOCATION
8
4-
0
-4
------·-···-·---· ----·---------------------------------
:s: ~
....J 0 ~ 1--
2
0 I.)
0
0
0 0 -.I
LL \9
Cl/. \.9
w ~
.f<) "' ~ -
-----<( z
, .. , -1 <C
·1-• cJl
~ --z
<::(
cJ)
'
iB~ff(JtNT-,i-..'·.:.),:. . ~ :-' :"'\·
''c;::-------
EXTEND MOl2TAl2.
COATING TO END
OF-PIPE.. APPLY
e1cH MOl2.TAlc'.
TO ANNllLA12. SPACE.
F012. WATEIZ TIC7HT
JOINT.
...
r .. • •. r-o--
WE.W 1.7" VC.P
Sf.WE.I<'.
CASING DETAIL
NO SCALE
/ NEW 7.r" V. C.P/PE
/
,//
I'-O" MAJ'-.
r---7
I ' r --+-,1-\-0
---,..-----+--------.:.1L -_j/ I l E)(l<;;.T. 2?" CYL.
Cl
2· H <:!_ ll..:
0 NI-'
0 Cl!r..! + OUJ
C) :r>
FORCE MAIN.
NEW '2.T' CYL.
FORCE MAI/IJ.
DETAIL "A"
1/4" = l'-0"
T.B.M
TOP OF LOWER HINGEI
PIN ~ ',,/OE CHAIN ~ j
LIIJIC FENCE GATE 1 ELEV. • 11./oO 1
500'
VAULT SITE PLAN
'SC.ALE : I", c;,o·
CONST NEW SEWER
LINE, SEE TO LEFT
\
\
-I<)
COUNTY SANITATION DISTRICTS OF ORANGE COUNTY
DISTRICT NO. 5
REPAIR AND REPLACEMENT PROGRAM
PLAN 8 PROFILE
27" FORCE MAIN
AND VAULT SITE PLAN
Ui-1 AWINc.; NUMbER
TRACED
CHECKED
DON'"t.D C. SIMPSON
CONSUL TING CIVIL ENGINEER
3J4S ~EWrORT □OUL.[\IAP.D
NFWPORT BEACH. CAI IFOHNIA 976M,
OR ~-1431
5-14R
SHEEI r-.UMBl=.R
3 UF 5
,-'24-" COVER E; FRAME,
MORITZ -0 C S.D. STD.
OR APPROVED EQUAL
SURFACE-,
§~g:·~-~-·,§_. ~,_~.P://~.;s===,.,::::s_ =,=_⇒/ ====?! __ ;1_/_r ~_,,..., __ ~,~~--~-~~4,~ .. : ~E~~ .. ':':cl~= s·-zg['f';_TR co NC •
• . -_ p . ( ,, I I
POSSIBLE KNOCK
OUT FOK'. EXIST.
'$TRUCTUl2.E -SEE
MANHOLE KEY'-',
EXIST. BR.ICI<.
MANHOLE.
. ' ..
. . • ·;
6 .:
1
( ,~ 4•--0 ..
I ·, /
!'· ···-1
.. ·--..._ I 1.•-0 .. I ---
. , " ·-1 •
. I . ,·
• "-. "
rc-c,r--:,,:1 •. -"T-LOCK" Lir.J ER PLATE . ,,-. .. ..
'·· •• · CAST IN PLACE, SEE.
9.'\·: ~ SPECIFICATIONS --,_,
• .-...., '
4-'-0"
ADJUSTING, RINGiS
AS REQUIRED -
12_--MAX., lo" MIN.
48" l.D. CONC. MAN HOLE
WITl-l ECCENTRIC CONE
__ 48" I. D. CENTEl2. $E.CTION':3
,, AS REQUIEED.
FIELD JOINT _.,,,
TYP ~-.,. ,
REMOVE EXIST. 81/i' ROOF SLAB
AND C.ON5T. NEW '::>LAB AS SHOWN-\
# 4-BA12S CENTEl2ED
IN WALL @J I2"0.C .
BOTH WAYS, ALL WALLS
'2." CLEA 12
' ' • i '
I
SALVAGE , CLEAN AND PLACE
EX1'5T. -±t, 4 BA.R. STUB'S,~ I?." O.C.
, INTO NEW 12.00F SLAB .
t. +-----SALVAGE ANO MODIFY
---EXIST. MANHOLE BASE
AS eEQUll2ED
""Go BAl2S@
'2." C LEA/2 OF
OF SLAB.
SECTION A-A
I
EXIST. V.C P l
OUTLET I .
l_,_
ON BOTTOM SECTION ' I ~--ADHESIVE
-~ Lii\lER PLATE SHALL BE -------_ RICH MO~TA"' G/20UTt
EXTENDED ALL ~OUN 0 ---"--, •
• ---~~~~,-,; ,.,._,..._,, BOND Sl-lALL BE A WA E.J.2
._~~~~--1-~-......,, TIGHT SHE.ER kEY JOINT
EXIST. CHANNEL 'S>-IELF ·-------~------<
EXIST. V.C.P
\NLE.T
MANHOLE
TYPICAL MANHOLE REPLACEMENT DETAIL ;·: •• C IJEV✓ CONC
MANHOLE
EX 1ST. MANHOLE
C-ONNE.CTION, ',
SCALE.: I'= l'-0"
V.C.P. TE.E, 5I-Z.E
AS R.EQUI12ED -
SE.E TABLE
'\\
0
V C. P SPOOL ---,-:-,,;,1 ,,: .' -.· , '
-~~_.,,.~,:-~_:_. -·-,,i----
• • 0-~----
·_. .• .. p •
4" . b
MIN. <> •
,-NEW 48" l.D.
1 MANHOLE
/
TYPICAL
•·
. . ' . . p_·
\1
0 • :
• i
.
. ~ . ) I
• :;, ~J • i l
c "."']_• ' • • I
---( '------__ ., ___ -·---------__ __,
J_ R.EVlSE f:){!'3TINE.
CONCR.E.TE 8ASE.S.
MANHOLE BASE
NO
EXIST. 31,;·
V.C.P. SEWEQ
OUTLET ..
T-LOCI< L,<'-iE/i' PLATE • •. -~
CAST 11\1 PLACE ~
SCALE·_ 3/3~ l'-C.
EXIST. 10" WALL
VC.P
90-o E.LL.
/" WELDIN<=; 5Tls'.IP
4-" JOINT STt:?IP
5E.CU12.ED WITH
ADHESIVE ---
'II • '1 .
-Nf.W INTERIOR
• vVALL
· ., ,~::..._s::_,.~LV,:q;:?;Zi],r--~--:,;;;::::-,--~~ MODIFY EXIST BA'SE.
• . .,~ __ :; :· ·\"'-·" " c----~~~E~T~~~:J"
• • • • '--~-GR.OLIT AS NEC.
FOIG TIG,HT JOINT
MANHOLE DROP SECTION
I" WELDINE, STl?IP
T-LOC:K LltJE/i PLATE.
CAST IN PLACE
VAULT
LINER PLATE
FIELD JOINTS
NO 'SCALE
q
LINER. PLATE
LINING , TYP
I
* 4-BAl2S. @ 11." O.C. ,
/ CeNTEl2ED IN WALL,
I BOTH WAYS , ALL WALLS
/
+-I ~--j
I \~ / llEMOVE POl<.TIOl>J OF EXIST
/ \ / BASE AND PIWViDE Cl-1ANNEL
~ \\ V FOR. NEW3f>" VC.P INLET
~ ~ NEW
PLAN VAULT NO. 2 G) SCALE: 5/{• l'-o·
NOTE...:
SEE SHE.ET NO. 5 FOR
GE.NE~AL l\lOTES.
3(:>" V.CP
/ "" 4 BA~S @> 18" O.C.
' BOTTOM OF SLt>.B ONLY
\ \,
\ _.-//. ~--E Xi'3T. MAN HOLE.
~ LOCATION
ROOF SLAB
EXIST CONC.
BASE
-12.E.MOVE EXIST. BA.SE AND
GROUT AS NEC. TO PROV/DE
SMOOTH SUl2.FAC.E AND
NEAT TRANSITION TO EXIST
CHANNEL
~EXTEND BOTTOM OF V.C.F'
TO EXIST C HANNEL
SECTION B-B
NO SCALE
,m.,,,,_-"""---,~=
COUNTY SAN!ll\TION DISTfllCTS OF GRANGE COUNTY
DISTRICT NO. 5
REPAIR AND REPLACEMENT PROGRAM
DETAILS
TYPICAL MANHOLES
AND M. H. VAULT N0.2
DESIGNED O.$,C. DONALD C. SIMPSON
DRAWING NUMB',cR
DRAWN D S,C.
TRAC ED _____fL, ·? · (..
~ r ,
\.HECK ED ~
CONSUL TING CIVIL ENGINEER
J34~ NEWPORT BOULEVARD
NEWPORT BE/I.CH, CALIFORNIA 92660
5-14R
SHEET NUMBER
4 OF 5
*4 BAl2S @
18" O.C. TOP,
BOTH WAYS
' (() _,
0-•
:,,; -"6 eAes® ····H
4'' o.c., BOT OF SLAB
ROOF
I
SLAB
SCALE: 3/tf • /'-0"
-7
''---.
±i, 4 BAf!.1@ 1'2."
OIJ CE.N TE::E.
BOT'TOM
SEE SHAFT DE.TAIL
EXfEND WALL STEEL
INTO t,1.H SHAFT
EXIST. MANHOLE.
LOCATION
i
REMOVE EXIST 10" l200F
SLAB AND C.ONST NEIN
SLAB AS SHOWN \.
EXIST.
CONG, BA':>E
SECTION
r----z--C.LE.AR
-EX 1ST. BAl2 STU BS PLACED
IN NEW SLAB
CONST 612.ICK PLUG W~EN
EX. IS T MA.N HOLE
LOCATION~
r \-
NEW FOocCE MAIN IS COMPLETE.
30" v.c P
' (, EX';~T. CHAN NE I..
FLDW LINE
00
. I
<r
"'4 aAias @l' IS" o.~/
BOTTC>i>'l
ROOF
\
DtAGONb.LS, "A-BAd2S
WITH HOOk.ED ENDS,
TOP E, BOTTOM.
SLAB
~
I
BOTHWAYS , T0t'
-l::EMOVE E.XIST. JO" R.OOF SLAB B-8
SCA'._E: 3/a··' /'-0"
SALVA.'..ciE, CLEAN E, PLACE
EXIST. #4 BARS@> r2"0,C. /
INTO NE:IV l200F SLP.B, ~,,
EXIST. '2.7" CYL.
FORCE MAIN TO
BE ABANDONED -
;
EXIST. 30·' i
2" CLEAR
'; -·t· • "
I
V.C.P OUTLET -1· --
1 i
----·r· r , --r-_t------,' / ,' ' / ' / '--'-• ' _. --'-I .
c¢ 4 BARS CENTE.:E.D
IN WALL (a) 1'2." O.C.
BOTH WAYS, ALL WALL5 .
E.J\ r S T. ::, G"
VC. P OUTLET---
T· LClC.I< 1..,NE,c
ITYF
·~+
PLATE ,
. -----
ANO COl\lST. NEW SLAB AS SHOWN
p
p -: • • • e
Z"'CLE.AR' --
NEW 8' coNC .
INTE.f2I0R. 'N'ALL5 -
i-------, EXIST. CONC. BA'::>£
V
SECTION A-A
SCALE: %"• /'-0"
B . ~l-. rnsr ,, .. sec.eve '°"" ,.-'---~, • MAIN TO BE. ABANDONED
~!s.. .s·
-!' --t·· 2
c-~-~.+ 'X<ST. w· ,ee
;~-, --~: ' • 1 ,NCET
-t--EX/ST 10" WALL,
EXIS"T TYP
A
_J
-NE.IN 8" INTE.e1oe
WALL, TYF.'
PLAN VAULT NO. I ffi
/' SAl.VAGt. EXIST COVEi::,
/ TYP AL.I.. VAULTS
I i ,
I
VAULT NO. I
MANHOLE SHAFT DETAIL
<:>CALE: 1/a·• l'-0"
IN f'LACE
I.
'Z..
3.
4.
5.
GENERAL NOTES
THE SEWE12. CHAJJNEL SHALL BE COVERED
AND PROTECTED F-~OM ALL DE.B(2I5 DUJ2IN6
CONS TRUC.TION.
ANY EXIST DEB!llS AND SOFT MA.T12.IAL SHALL
BE IZEMOVED F£0M THE INTE.R.1012 OF-Tl-IE
EXIST. WALLS AND CHANNEL SHELF P.12I012
TO CONSTRUCTION OF THE NE.W 8" WALL'::',
THE EXIST ROOF SLAB SHALL BE REMOVED
IN SUCH A MANNER THAT WILL NOT DA MAG,E.
THE. REMA(t~INE;_ PORTlOf\JS OF EXiST. 'SIDE V✓Al..L'::..
CAl2E SHALL BE. TAKEN To <;;ALVAE;E.,C:l..EAN
AND 11\/STALL EXISTl!\!Ei 'Ji.' (7j BA~ ~,TUBS 1"1TO
NEW ROOF '5LAB.
THE EXIST. VAULT MAN\-lOL!:: COVERS MAY BE
5ALVAE,ED. TH€ EXIST F12AME '51-iALL BE
12EPLACED SEE. SPEC'S. '
TYPICAL BAR-HOOK DETAIL
SCALE; NONE
"3G," I. D. DrA.
MANHOLE , ABOVE.
r·-1.l'JCX LIN!::.R
F·LATS I T"Y'P.
p
~ STD MANHOLE. COVEl2 I:; FR.AME,
/ SEE SPEC'S
'2" CLE.AR
f ✓--~ 1?.EMOVE EXIST. 8'" ROOF SLA,B
// 8 .. ANO C.ONST NEW SLAB AS SHOWN 10·· r '+' ~'-1--E.X.TE.NO WALL STEE:.L TO
' MANHOL!:. OPE:1\1\NE, , 1-\00K ENOS
., .;: •-:: \._ ___ '.:,At.VAG,E CLEAN E, PLACE: E.XIST
I·. ,, BAl2 STUBS INTO NEW R.OOF SLl>..B. . ~.
NEW 8" CONG. , : : ! ~1· . I ,-APPR.OX. EXIST,
i77T7\,\ "V7770. \'<YT 7A'C' C, RO U ND L IN E
INTE.l210R WALL'S-:
I,· -i ,:) I . '
SECTION C-C
SCA LE' o/s"', /' -Cf
: , .l--# 4 BAl2S CE.NTE:'2ED IN
' W~LL @> 12" O.C, BOTl-l WAYS
ALL WALLS
.,/ ....
E.X.IST. CONC.
BASE..
# 4 BA!lS CENTER.ED IN
WALL@> 12"0.C. ,ALL
W.6.LLS , TYP.
oic," YC..P.
PLAN VAULT NO. 3 ffi
COUNTY SANITATION DISTRICTS OF ORANGE COUNTY
DI STRICT NO. 5
REPAIR AND REPLACEMENT PROGRAM
M.H. VAULTS f\!0.1 AND NO. 3
AND MISC. DETAILS
DESIGNED
DRAWN
TRACED
CHECKED
OATS OCT. lZ.19{.b
DONALD C. SIMPSON
CONSUL TING CIVIL ENGINEER
3345 NEWPORT BOULEVARO
NEWPORT BEACH, CALIFORNIA n660
OR5-1431
DRAWING NUMRER
5-14 R
'SHEET NUMBER
5 oe 0