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BAY \ 15+00.00
____ \ LINE A
r'r'-ECOLOGICAL \\ \
r' ~g. »~1 PR~ERVE LOCATION MAP
SCALE:1"=600'
~ D
RAN LINTY
NTAL MANA NT
SANT A ANA, CALIFORNIA
MICHAEL M. RUANE, DIRECTOR
PLANS FOR CONSTRUCTION OF
I
I
.
D D Q
FEET
•
•
•
D
FROM
NIE
TO
S/\AJ
APRIL
D
D
MESA
ZENITH
1993
t
I
.DRIVE
AVENUE
FUN[)ED BY: ORANGE COUNTY DEVELOPMENT AGENCY DR, 16 (15859)
Sheet 1 OF 6
.,-.. •~_.,.~-c5~-•• ~-<rf; -.•. )
APPROVALS
APPROVED•-----------=-,=:--OATE
....__ ___ , _________ -'
E M A •
SUBMITTED1
RECOMMEND~.
APPROVED,
P U 8 L I C W ~ .~. K S
FLOOD CONTROL DESIGN DA TE
DATE
lv'd~ /:' ~ .z-/0-9J
DIRECTOR OF PUBLIC~ DATE
RECORD DRAWINGS
Res. Eng. , Gerold Schubert
lnsp. Supervisor : Gory Evans
Inspector : Fronk N . Boyd
Contractor :
Start Time :
Hillcrest
5-18-92
Completion Dote : 3 -12 -93
/&. : As Builts
I N Q E ) o F s H E E T $
SHEET DESCRIPTION
1 TITLE SHEET
2 PLAN AND PROF ILE 15+00.00 TO 21+00,00
3 PLAN AND PROFILE 21+00.00 TO 27+00.00
4
5
6
PLAN AND PROFILE 30+00.00 TO 32+51.5 7
DETAILS
SOIL BORINGS & WATER LINE DETAILS 8i
LIMITS OF SLURRY SEAL DETAIL .
UTIL!TY OINER PHONE NO. CONTACT
SOUTHERN CAL. EDISON CO. 1714) 895-0188 C. CARTWRIGHT
SOUTHERN CAL. GAS CO. (7!41 634-3049 RON REED
PACiflC BELL 17141 259-4467 DONNA SCAMINACI
' COSTA t,(SA SAN, DISTRICT 1714) 631·1731 BOB HAt.£RS
SANT A ANA HEIGHTS WATER CO, (7141 545·1060 MARILYN ROAK
t.£SA CONSOLIDATED WATER DISTRICT 1714) 631-1291 RAY BARIL.~
UNDERGROUND SERVICE ALERT 1·800·◄22-4133
BENCH tlARKa CM-22-71 3ASIS Of' DEARIN'Sa
IN THE SOUTHWEST PART OF THE THE BASIS OF BEARING HEREON
INTERSECTION OF MESA OR ANO IS BASED ON THE GRID BEARING
BAYVIEW AVE1 85,5 FT, NORTHWEST BETWEEN O.C.S. GPS CONTROL OF THE C/L OF BAYVIEW, 19,5 FT,
NORTHEAST OF THE CENTERLINE STATION 1 6173 AND O.C.S, GPS
OF t.£SA, IN THE TOP OF THE CONTROL STATION °6191 BEING,
SOUTHWEST CORNER OF A 4X5 FOOT. S 33"26'15"W
CONC. CATCH BASIN, LEVEL WITH
THE TOP OF CURB, ALL COORDINATES ARE PER NA□
1976 ADJUSTMENT ELEV, 58,849 1983 DATUM
·-. "-li ..1AI .o.!;. '-hou.1n Q.n, 'h••tl!. I ., ":\ 4 ~
NO, DESCRIPTION SHT, APPROVED DATE
REVISIONS
•
•• Q, NO. C30493
owe. NO . ._ ___ _ SHEET I OF 6
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A 1+97 ~~ 0,0215 ~85 ~i • 0,64 8.10 ~~4 7.77 P•N f'HANN•I ' -£)
1--.:;:A-+--:!7~+'=-1:7~.9 -4+07,q0 2.6 0.0078 0.0040 .013 18• .i 4 '1 i:.0 i:.1t1 •~ 4.-43 OPEN CHANNEL ~ CD ~ ----'~,----CD ~
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NOTES
I, ALL UTILITIES ARE APPROXIMATELY LOCATEC FROM AS BUILTS DRAWINGS.
THE CONTRACTOR IS RESPONSlaLE TO FIELD VERIFY ALL UTULITY LOCATIONS
PRIOR 10 CONSTRUCTION. SHOULD SICNIFICANT DISCREPANCIES BETWEEN
THE PLAN LOCATIONS ANO i'IELD LOCATIONS EXIST, THE CONTRACTOR
SHALL NOTIFY THE ENGINEER IMl.£DIATELY,
-1-
Vl -
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2, ALL VECETATON ANO LANOSCAPINC WITHIN THE STREET RICHY OF WAY -"' _, -._ "' v
,II)
SHALL BE PROTECTED IN PLACE UNLESS NOT£D OTHERWISE, CSI +• I
·----... __ 8A¥"' ~ ---~s I I
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FI.L
62
58
54
50
46
42
CONSTRUCTION NOTES
DJ CONST. INLET TYPE II PER PLAN, STANDARD PLAN 1302
AND DETAIL SHEET 5 .
@ CONST. LOCAL DEPRESSION & CURB TRANSITION PER PLAN
1308 AND DET. ON SHEET 5, CONST. CURB TRANS. PER
STANDARD PLAN 1201. <t.lODIFIEDl.
I] i~~~r~~c~Ti~~~i~NPLSAT:~~i0URfNDTYci{TllLP~~ ;~:~T 5 .
GJ INSTALL 18• 2000-D RCP PER PLAN, PROFILE, TYPICAL
SECTON, AND ST At-lDARD PLAN 1319 .
I]) (NOT USEDl
rn CONSTRUCT CONCRETE SEWER SUPPORT PER PLAN, PROFILE,
1.2..1 AND STANDARD APWA PLAN 224-0, CASE I. RELOCATE PER
OET AILS IN SPECIALPROVISION G SECTION AS NEEDED.
• (] REMOV• EXISTING ASPHALT-CONCRETE PAVEMENT AND BASE
MATEF !L, TO LIMITS SHOWN ON TYPICAL SECTION,
PAYLINE.:. \ DETAILS,
[fil SAW-CUT AND REMOVE EXISTING CURB AND GUTTER,
[fil PLACE AND COMPACT 0,30' 111-C-3 ASPHALT CONCRETE
PER PLAN, TYPICAL SECTION AND Sf Ar.JARD PLAN 1805,
~ PLACE AND COMPACT 0,50' OF AGGREGATE BASE PER PLAN,
TYPICAL SECTiON AND STANDARD PLAN 1804,
[ill CONSTRUCT WATER LINE SIPHON PER DETAILS ON SHEET 6,
(ii] SLURRY SEAL ENTIRE WIDTH OF STREET PER SPECIAL
PROVISIONS,
[Qj CONSTRUCT INLET PER DETAILS ON SHEET 5
~ CONSTRUCT REINFORCED CONCRETE COLLAR PER STANDARD
PLAN NO. 1317 <A=23.2°l .
@ CONST. REINFORCED CONC. COLLAR PER DETAIL ON SHEET
NO, 5 AT GRADE BREAK AND SPLICE INTO EXIST, 18• DIA,
RCP STORM DRAIN,
ST•~ ABBREVIATIONS
cu.
'IDS,
R/W
• • .
I
I
I
I
I
I
!
•
ss
HC
AC
VCP
C
w
{
ST
SD
I 6'+ I
•
SANITARY SEWER
HOUSE CONNECTION
ASBESTOS CONCRETE
VITRIFIED CLAY P!PE
NATURAL GAS LINE
POTABLE WATER LINE
CENTER LINE
STREET STATIONING
STORM DRAIN STATIONING
60'
36'
10'
R/W
• ' : I
' I ' r 2.so· :
-~~7· .. I ,
VI I ... I
!!! I I ~ I I "' 0... ~' '--
2" DIA. NATURAL GAS-•i> > I I a:I II .... ~--h.. :1 Ex. G Sfl. Wlr. Ln ~
6" DIA. WATER-I I I Abandoned 30" :!: Op
. ·----................. 13,------· • 14:.--··♦ • -._:_·------... -.... ,_ N4i.;2;6"~. :r:s:~2 to· • -:::.~~.•---. l-+.:CSlf:r1--. +.. ' ·~·--:::··, '----,,:-•.. -1'. ;L---... -.~ --,!n--o--+--· AV C. /9-• ··;--N_-~_.-._3-_8'37.-E """1 ••• 358.911: l ---~~: .... _ .. ~ r··
l---·-$:::-,-_a_~+----------1·---·----t---------~---:-:~~"-·-i---------♦-----r-·.:::~:-,..,-." .... -I----1····1.J,"r---&&S-.&_s,~ --.. ~.:.::i.c-: :y-, 1-· +--,---;-·--J8r. ·, :
........... -· ____ ......... ••······-··· 1 , 1sPHAL_T~. .... . _ ·rn ___ _ _ 7 _ _ _ "" ~ _ _ _ _ _ ____ .. ~--..... 1 _ • ::::.-:·::-~-~ __ _ . EXIST. a• DIA. VCP/
SANITARY SEWER
I (J l
!
__ .J
,:: ...... •• '"\... ·-c~ ~ ...... -,. ... ,__,.J" • , ) I (. ', , ', l / • •
• ( ''=:) ;;ii: t' ..., .:: IC:_ ..... ·-•. ___ :_ •••
Z I-I ,, ..= >-,., ~ I ',,_ I u, ., • LL.I --.1 fl Cl
LECEN01
(D PROTECT IN PLACE
Q. . .,
C a,
.J 0
,.; I +1 -= 3:1 0
~ SAWCUT ANO REMOVE AS S'''WN ON TYPICAL SECTION
\!;./ DETAILS, PAYLINES ANO SPECIAL PROVISIONS
' "' ...:I -o
"' " ' 8
"' 'O >< C @ REMOVE INTERFERING PORTIONS
(!]
rn m
UTILfflES
2• CAS
a• SEWER
S• WATER
\
w _g
<I
<Jl{NER
SOUTHERN CAL. GAS CO.
COSTA MESA SANITATION DISTRltT
SANT A ANA HEIGHTS WATER CO,
_,,.. .,, -
•
_ ◄ --0::.:;: Bu:i:: LL.la: 0·.~" .,,,, i:Lz 0 v, a: ~ ;;ii: I-..'.::. :II:~ !i ~ 0:: 0 4--~ ....,_ z
<(z ~~ LL.I G'LL.lu.i:11: Ul::' ...,._ 0 ·· --,.,, :ii!!!~ !f0u ◄ 0::
O::o !:II U ~ -S?: LI. W ,J: L&J 7 ..... _ -Ill :'--... 1/) -U J: ~ ◄
0 a: v, 1-•o -= ~0?: A,.,, ~ "g l!19 15 ~ ··--N sf v, ,.,, o ~
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u:, + ....ILJJ -'° a: ...
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ZLJJ u..10 '° ID ID
PLAN
r•40'
-------------------------------------------------
I I
DR. 16 (15859)
Sheet 2 OF 6
~ENCH MARK
8.1A. c»-22-71
IS[[ TITLE SHEETI
& 11-93 As Shown
~
-INSTALL 18• DIA. RCP
TYPICAL SECTION
NTS
ORANGE COUt-lTY
ENVIRONMENT AL MANAGEMENT AGENCY
BAYVIEW DRAINAGE
IMPROVEMEMENT PLAN
R E V IS 10 Iii S PLAN AND PROFILE
LINE A W.tlU..,.. UPIIP..,
15+00.00 TO 21+00,00
■-:::zi NET
. -='m-:JJF. I OCCID :&• 2 -· DATE DIIA-«11111. .... ·-APll.'tJ OF 6
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62
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42
CONSTRUCTION NOTES
OJ CONST. INLET TYPE II PER PLAN, STANDARD PLAN 1302
AND DETAIL SHEET 5 .
r:;i CONST. LOCAL DEPRESSION & CURB TRANSITION PER PLAN
l.£.1 1308 AND DET. ON SHEET 5, CONST. CURS TRANS. PER
STANDARD PLAN 1201. lMODIFIEDl.
Ll) CONSTRUCT JUNCTION STRUCTURE TYPE I PER PLAN,
PROFILE, STANDARD PLAN 1310 AND DETAIL ON SHEET 5.
L=4'-2" T=8"
'41 INSTALL 18" 2000-D RCP PER PLAN, PROFILE, TYPICAL
L:!..I SECTON, AND STANDARD PLAN 1319.
[fil !NOT USEDl
m CONSTRUCT CONCRETE SEWER SUPPORT PER PLAN, PROFILE,
W!J AND STANDARD APWA PLAN 224-0, CASE I. RELOCATE PER
DETAILS IN SPECIAL PROVISIONS, G SECTION, AS NEEDED.
(] REMOVE EXISTING ASPHALT-CONCRETE PAVEME.NT AND BASE
MATERIAL. MATERIAL.
[fil SAW-CUT ANO REMOVE EXISTING CURB AND GUTTER.
[fil PLACE AND COMPACT 0,30' 111-C-3 ASPHALT CONCRETE
PER PLAN, TYPICAL SECTION AND STANDARD PLAN 1805.
PLACE AND COMPACT 0,50' OF AGGREGATE BASE PER PLAN, 10 TYPICAL SECTION AND STANDARD PLAN 1804.
[ill CONSTRUCT WATER LINE SIPHON PER DETAILS ON SHEET 6.
(@ SLURRY SEAL E:~TIRE WIDTH OF STREET PER SPECIAL
PROVISIONS.
@j CONSTRUCT INLET PER DETIIILS ON SHEET 5.
r.:i1 CONST. REINFORCED CONC, COLLAR PER STANDARD PLAN
L!1l NO. 1317 IA 0 2l 0 l
~ CONST. REINFORCED CONC. COLLAR PER DETAIL ON SHEET
NO.S AT GRADE BREAK AND SPLICE INTO EXIST. 18" DIA.
RCP STORM DRAIN.
21+00 22+00 23+00 24+00 25+00 26+00 27+00 STATICIII
<TAT -1---+--------__:::.:+:::.:..-------=+:..::....------_::_::-,:...:._-:--:-:-:-----j----::-:--::-::----7-----:::-:::-----+-----------1----------t--------~---------{----l-~'-1
QI.. UC. 81.20 83.90 81.10 81.70 7 7 ~---1-----------l---------+---------t----------1~EXC.::-1 CU.
'1iL i-=,._=L -1----------+----:3~4~.9~0:----+---~3~7~.6~0:----t----::;3;;'5~,6:',:0:-----+----3;;5;'-',6;:':0;;-----t-~--;30.60 FI.L YO\,
ss
HC
AC
ABBREVIATIONS
SANITARY SEWER
HOUSE CONNECTION
ASBESTOS CONCRETE
VITRIFIED CLAY PIPE
NATURAL GAS LINE
POT ABLE WATER LINE
CENTER LINE
,_
z ...
O"' -:z: ,_ "'
(S) , ...
(S) 0~
~◄ • (S) G: ~ o_
(S) ... ..I ' + -N ... ... --··
SEE SHEET -4
\ I
•
PROFILE
HORIZ. 1•=~0'
VERT, I'•~•
0
(S)
(S)
• (S)
cg
+ r---
N
HYDRAULIC DATA
..
R/W
• I •
i
I
I
I
I
I
I
VCP
G
w
{
ST STREET STATIONING
SD STORM DRAIN STATIONING
PP POWER POLE
C & G CURB & GUTTER
R/W ~ 60' :
-' I
10·
I . .
6't I ' ., ... . • . ~ii-~=====t====~f=:.,,f~--. R=-.✓.,:-!lt .. 1--"!;
!!! I I .,, °'·,
2" DIA. NATURAL GAS J I I ~ ., ~ ' I I ◄ Ex. 6 Stl. Wtr. Ln,
PLAN
I'• 40'
PROTECT IN PLACE
SAWCUT AND REMOVE
REMOVE INTERFERING PORTIOt,;S
UTILfflES
[!]
I]]
m
2" GAS
8" SEWER
6" WATER
l)R. 16(15859)
Sheet 3 OF 6
ONNER
SOUTHERN CAL. GAS CO.
COSTA MESA SANITATION DISTRICT
SANTA ANA HEIGHTS WATER CO.
BENCH MARK
B.M. CM-22· 7I
ISEE TITLE SHEETI
--··-,, ,,;;'•
----·----------------------------
6" DIA. WATER
EXIST. a· DIA. vc~
SAN! T ARY SEWER
! I I > Abandoned 30" + Op.
I I
I I
-_J ~
INSTALL 18" DIA. RCP
TYPICAL SECTION
NTS
ORANG£ COU'ITY
EltVIRONMENTAL MANAGEMENT AGENCY
£ 11-93 As Shown
BAYVIEW,ORAINAGE
IMPROVEMEMENT PLAN
DIIC;l1Pr101t
A E V IS 10 It S
•
,
l
PLAN AND PROFILE
LINE B
21+00.00 TO 27+00.00
IIIOCD ,I~
... "' I OCCIIO PW
""&'f 3
Of 6
I
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54
50
46
42
38
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Ex. 6" Stl. Wtr. Ln. Abandoned ifu.
30';; Deep
0
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3' .,
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SEE SHEET 3
•
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32+00
0
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33+00
PROFILE
HORIZ, I': ◄0'
VERTc I'•~•
.
I • I • I
i~ .,
I a::
•
I • I
• I
PLAN
I': 4111'
•
•
CONSTRUCTION NOTES
(I] CONST. INLET TYPE II PER PLAN, STANDARD PLAN 1302
AND DETAIL SHEET 5.
m CONST. LOCAL DEPRESSION S. CURB TRANSIT ION PER PLAN
1308 AND DE T. ON SHEET S. CONST. CURB TRANS. PER
STANDARD PLAN 1201. !MODIFIED> •
I]] CONS1 RUCT JUNCTION STRUCTURE TYPE II PER PLAN,
PROFILE, STANDARD PLAN 1311 AND DETAIL ON SHEET S.
S4 0 INST ALL 18" 2000-D RCP PER PLAN, PROFILE, TYPICAL
SECTON, AND STANDARD PLAN 1319,
S0
46
42
38
STAT
EiC. CU.
[]) !NOT USEDl
rn CONSTRUCT CONCRETE SEWER SUPPORT PER PLAN, PROFILE,
~ ANO STANDARD APWA PLAN 224-0, CASE I •
[] REMOVE EXISTING ASPHALT-CONCRETE PAVEMENT AND BASE
MATERIAL. !SEE EXCAVATION DETAIL SHEET Sl
[fil SAW-CUT AND REMOVE EXISTING CURB ANO GUTTER •
[!j PLACE AND COMPACT 0.30' 111-C-3 ASPHALT CONCRETE
PER PLAN, TYPICAL SECTION AND STANDARD PLAN 1805.
1iii1 PLACE ANO COMPACT 0.S0' OF AGGREGATE BASt.: PER PL AN,
l!!!I TYPICAL SECTION ANO STANDARD PLAN 1804.
[ill CONSTRUCT WATER LINE SIPHON PER DETAILS ON SHEET 6,
[gj SLURRY SEAL ENTIRE WIDTH OF STREET PER SPECIAL
PROVISIONS.
~ CONSTRUCT INLET PER DETAILS ON SHEET S
CONSTRUCT REINFORCED CONCRETE COLLAR PER STANDARD
PLAN NO. 1317 <A•23.2°)
!NJ CONST. REINFORCED CONC. COLLAR PER DETAIL ON SHEET
NO.S AT GRADE BREAK AND SPLICE INTO EXIST. 18" DIA.
RCP STORM DRAIN.
F~L '1115.
LATERAL Staffon to Sto;/on
C
ABBREVIATIONS
ss SANITARY SEWER
HC HOUSE CONNECTION I!]
AC • ASBESTOS CONCRETE
VCP VITRIFIED CLAY PIPE []]
G NATURAL GAS LINE
w POT ABLE WATER LINE ill ' CENTER LINE
ST STREET STATIONING
SD STORM DRAIN STATIONING [[]
•
NOTES:
I, ALL UTILITIES ARE APPROXIMATELY LOCATED FROM
AS SUIL T DRAWIINGS. THE CONTRACTOR IS RESPONSIBLE
TO FIELD VERIFY ALL UTILITY LOCATIONS PRIOR TO
CONSTRUCTION. SHOULD SIGNIFICANT DESCREPANC'IES
BETWEEN THE PLAN LOCATIONS AND FIELD LOCATIONS
EXIST, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
lt.M:DIATEL Y,
2, ALL VEGETATION AND LANDSCAPING WITHIN THE
STREET RIGHT OF WAY ~HALL BE PROTECTED IN
PLACE UNLESS NOTE OTHERWISE.
HYDRAULIC DATA
Sf
p
UTILITIES {N(NER
2• GAS SOUTHERN CAL. GAS COMPANY
a• SEWER COSTA MESA SANITATION DISTRICT
SANT A ANA HEIGHTS ·WATER CO. 6" WATER
VAULT SOUTHERN CAL.IFORNIA EDISON CO •
LEGEND1
CD PROTECT IN PLACE
® SAWCUT AND REMOVE
DR. 16 (15859)
Sheet 4 OF 6
@ REMOVE INTERFERINC PORTIONS
0 PROTECT
BE~H UAAK1
BENCH MARK
B.M. CM-22·7I
ISEE TITLE SHEET>
R/W
• I
• I
' ' • I
I • I
I
I G~b -
EXIST. 8" DIA. VCP
SANITARY SEWER
36'
1
i-
R/W
' 60' ' • I
' I
T I
I
I
I
I
• •• • I••• I ~I I ' '
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ii: I "' I I ... .. ~ > I I
I I >
I I 2" DIAMETER
I NATURAL GAS
-_J ~
INST ALL 18" DIA, RCP
TYPICAL SECTION
£:, 11-93 As Shown
-DAil
REVISIONS
,_,IIIID UICIP ':.JLIRfl-S
/ .
°'"
NTS
ORANGE COUNTY
ENVIRONli,fENT Al MANAGEt.lENT AGENCY
BAYVIEW DRAINAGE
IMPROVEMEMENT PLAN
PLAN AND PROFILE
LINE C
30+00.00 TO 33+51,S 7 ..... SH[ET
.-.. ~IE CIC-PII.J 4 SCALE DATE QIIAIIIIG ICO. ---"" OF 6
. l <., S'"Y~J
/
V, !!:!
~ >
6' MAX
SPHAL T CONCRETE
TACK COAT TO EXIST,
ASPHALT CONCRETE
e.se· BASE MATERIAL
UNCLASSIFIED
ta• RCP PER PLAN & PROFILE
:::J.--:-r-BEDOINC •e•
BEDDING •A•
~1--.....,,_.,.e,,_·_~,'""I NOTE
FOR INFORMATION
NOT SHOWN, SEE
STANDARD PLAN 1319
RCP PAY LIMITS
. ' . ·-· I>·.·:
SCALE, ½ ••1•
DETAIL
--... --'-----/.·
• ISi
I • "I'
INLET B
-.. ..
. . .
• • . • •
t::::::::: '; .•
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' .
'
•
rill.El ELEY. -a•
' , . I> . ' . . .
a· 3'-6" e·
'---INLET A
INLET ELEV. "A"
. NOTE:
FOR INFORMATION NOT
SHOWN SEE STANDARD
1310.
JUNCTION STRUCTURES ELEVATION
SCALE: ½ •=1•-0•
LINE STATION INLET EL. ·B· INLET EL. "A" M
A 16+07.00 <ST .l SI.IS NIA 11·~
A 1"7+73.00 (ST.l NIA 51.05 12"±.
A 19+43.00 (ST .l NIA 49.46 10·+
B 21•75.90 (ST.l 43. 75 43.75 5'·5¾
B 24+89.00 <ST .l NIA 48.50 1'·1":!:.
B 26+07.25 tST.l 48.65 N/A 10":!:,
'
S=ll,0117
C
\
N OTE: '
OR INFORMATION NOT
' "'
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t
I
~EVENLY SPACED
•4 , 12·oc
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11·
•
REINFORCED CONCRETE COLLAR
o STA. 32+46.57
SCALE: ¾ •=1•-0•
•
18" DIA. RCP
,GRADE BREAK
\ ,
I
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I
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I, , --------
I . ....__ "-.
I 1•-5• ~ I '
SHOWIII
S•0,091
REINFORCEMENT· SEE
EMA STANDARD PLAN 1302
,..
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' " ' l~sEE LOCAL OEPREss10
DETAIL SHEET NO. 6
F
s EE STANDARD PLAN 1302
a-~
3• DIA. PVC
WEEP HOLE
3•.9• 7• .. 9• a·
&· &·
INLET DETAIL ON ORCHARD. DRIVE
IT
-B
SCALE, 1"•4'·0'
SEE EMA STANDARD PLAN
1302 FOR MANHOLE REOUIREMENTS
rr:
l
•
.a---::
a·
A' DIA, PVC
,, WEEP HOLE
4 I 12• OIC BOTH DIRECTIONS
SECTION C-C
SCALE, '/.r,r-e·
N
' ...
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I
,_
0 ...
$
' • ...
• I "';
BACK OF CURB-
= 0
N :, ~2'-0, 1' -o" OR As ---+~/'-----+-..,.L<.....:=2_·-o=--"--t-:,:::-c'"2·-:-:·•e::c:·
' ,· / TRANSITION
~-~T;;~S~Tl~N-t---_'---N-O_T_E_D _O_N_P_L-AN--_+, J+--_,, ----------
" /JI. ~SAWCUT & REMOVE EXIST. ASPHALT
/fil AND BASE, CURB & GUTTER
LINE OF ASPHALT REMOVAL
2·0 416·0.c. L•1&·
I • I "', I
INLET <CB> ELEV, A
I 52.46
2 Si. 77
3 50.72
4 49.67
5 4CJ.92
SAW CUT TO A CLEAN, STRAIGHT
LINE 8 REMOVE IMMEDIATELY
PRIOR TO PAVING.
I •
I
2·-e· • 7•-0· OR .iS •
NOTED ON PLAN
I I
I :oi
TYPICAL LOCAL DEPRESSION
SECTION A-A
SCALE: ½ '=1'·0"
• ~ ...
ELEV. B L
56. 71 L=7'·0"
56.02 L=l4'·0"
54.97 L=17'·0"
53.92 L=7'·0"
54.17 L=l0'·0"
• = ' • ...
t:.• l---
2·-•·
" __ _,;c;: -,> 6" ii
"-" 5'-o" (MAX) CATCH BASIN SAW CUT FOR EXCAVATION
PAYLINES
SCALEa ½ ·•r -•·
..
SCALE, '/1 •,1•-e•
ASPHALT PAVING & BASE REMOVAL
EXCAVATION INCLUDED IN CONTRACT
BID FOR INSTALLATION 0F RCP
DR, 16 (15859)
Sheet 5 OF 6
------_,--_---.
& 11-93 As Shown
ltlilllt DlTI OIICl1Jt'f10II
REVISl0t4S
ELEV, B
•
ORANGE COUMTY
ENVIRONMENTAL MA~AGEMENT AGENCY
BAYVIEW DRAINAGE
!MPROVEMEMENT PLAN
DETAILS & PA YLINES
Ill-F SICET -~IIF OCCIU P!d,! 5 DATE IJIIIA.-C IIO. .. _ APR. '95 OF 6
re... . ~ !~'ts,)
....... -·'-·~----------------------------------------------------------------------------------------------"-------
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43
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E~~D CONST.
FT. FR.
BAYV!E.W
BEGIN CONST.
10+17.00
LIMITS OF SLURRY
N. T .S.
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END CONST. ~---------
32+5l.5 7
SEAL DETAiL
..J
..J I'--< ill: Lf'I
COUNTY OF ORANGE MA TEHlAL::J LAO
ORING No 3 • LOCATION_ 20291 Bayview Avenue
TESTS . •--'----
~NETROMETE.9 NQ, ___ _
~
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W/CL, 3'/EP
~"' ~ ,f ,., s I DESCRIPTION MO! STURE %
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91-0 0 .30'AC with petromat/ " ~o• oi1treateci Clase/NS
': . -2,1'') Silty Clay 22 .9
--,i., --
243 -
5' -
Silty Clay 19.3
--244 -Silty Sand 12.2
-
2<5 10'-
Sancv Clay 16. 6
S i1 ty Sand -245 ----247 Sand 5.7 -
l e' a --
--No. Ground Ila ter
.
----.
--' -
--
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SURF. EL __
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< 2000 -
< 2000 .
<.2000 14
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---
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.. -~ ---.
.
JOIN EXIST. A.C.P. AT
NEAREST SLEEVE COUPLING
!TYPICAL!
,------
IL _ -____ -+.I~_._ -er,;; .. -----.----z
? .,
.,._ • 1z -2
WATER LINE SIPHON
DETAILS
SCALE,¾ ·,r-a·
MATERIAL LIST
hn-"fl"?t -
-
-
-
-,
,...._J.-..-a ....... -----~
0 CEMENT MORTAR LINED AND COATED STEEL PIPE. WELD ALL JOINTS.
0 THRUST BLOCK PER DETAIL B THIS SHEET.
0 GRAVITY BLOCK PER DETAIL A THIS SHEET,
0 P.v.c. CL. 150, AWWA C9110 (Y/Hl'iE)
0 G.T. X FLG. ADAPTER.
ONCRETE GRAVITY BLOCK
w,,·-11·. H•3'-8', L-3·-a·
2·'! TIES
GRAVIT"f ·BLOCK ---------DETAIL. A
GENERAL NOTES
•
I, ALL CONSTRUCTION ON WATER LINES SHALL CONFORM TO SANTA ANA
HEIGHTS WATER COt,f'ANY ST ANDARCS.
1, CONTRACTOR SHALL NOTIFY S.A.H,W.CO. AT LEAST 48 HOURS PRIOR
TO ANY \IIOflK ON WATER LINES, 754·5398, INSPECTION
3. CONTRACTOR TO VERIFY LOCATION, DEPTH AND TYPE OF EXISTING WATER
FACILITIES PRIOR TO CONSTRUCTION.
4. TEST ANO DISINFECT NE\11 LINES PER S.A,H.\11.CO. STD. BEFORE RETURNING
TO SERVICE.
S. ALL STEEl. PiPE U/4 • WALL THKl SHALL CONFORM TO THE REQUIREMENTS
OF ASTM AS3. GR, B.
6. ALL CEMENT MORT AR LI Ni NG SHALL CONF ;)RM TO THE REQUIREMENTS OF
AWWA C-2115 EXCEPT THAT THICKNESS SHALL BE ¾ • 'f,.•-.0e0•
TYPE II • ASTM C·l50.
7. ALL CEMENT MORTAR COATING SHALL CONFORM TO THE REOUIREMENTS OF
AWWA C-205 EXCEPT THAT THICKNESS SHALL SE % • • Ylti•·.000'
TYPE V • ASTt.t C-150.
8. COt.f>LETEO FAB. UNIT SHALL BE SHOP HYDRO TESTED TO 1,5 TIMES WATER
LINE DESIGN PRESSURE,
9. AFTE~ HYDRO TEST &. BEFORE PATCHING CEMENT MORTAR LININC & COATINC
ALL WELDE~ JOINTS SHALL BE SUCCESSFULLY DYE CHECKED USING
DYE PENETRANT METHODS.
10. ALL FLANGERS SHALL CONFORM TO THE REOM'T OF AWWA C·207, CLASS STEEL
'E' EXCEPT THAT FLGS. SHALL HAVE SPECIAL COUNTER BORES
STEEL SHALL MEET REOM'T OF ASTM A36.
11. FABRICATORS SHALL PROVIDE LETTER OF COt.f>LIANCE TO S,A,H,W.CC.
COVERING ALL F AB. STEEL ITEMS.
12. THRUST 8, GRAVITY BLOCK SIZES BASED ON 225 P.S.I. PRESSURE.
13. THRUST & GRAVITY 81.0CK SHALL BE CLASS 520'C"2500 <STD. SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUCTION, 1991 EDITION!
I~. ALL PIPE & FITTIN~S SHA~L BE WRAPPED \~ITH TAR PAPER PRIOR
TO PLACING BLOCKS.
;--0
't:.. ~s•
.. I>
: I I ...1-_ _:.;:"'-.;:.,.,_..----l-+---ii-
,. l>. I>'
. I£) I> • ' I·.:-:. --:,~-U---,----..J
,_:...b,• •'•ti l>. I>
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t
N -1 ------~~-: .. ' • I> l>
CONC. THRUST BLOCK·· l> • .
.l-----~ ...... l--,;,;%.,.;o:~llj~~
'~
~ ;
. .. ,
"
.
"NO CONST.
32+5i.5 7
LINE C
BEGIN CONST.
I •00.00
LINE A
ENO CONST.
27•00,00
LINE B
n u
-·· ---~-~--"
MIN. CONT ACT SURF ACE
5 SQUARE FEET
THRUST BLOCK
DR, 16 (15859)
Sheet 6 OF 6
Dlt(IIIIIITIOtl
REVISIOIIS
' ... ,.., ..... ~ ·
l
DETAIL B
NTS
ORANGE COUNTY
ENVIRONMENT AL MANAGEt.tENT AGENCY
dAYVIEW DRAINAGE
IMPROVEMEMENT PLAN
SOIL BORINGS &
WATER LINE SIPHON
DETAILS
MET
DATE DIIAttlG IIO. 6
"-APR, '9 OF 6
j)R... ' '-
I ,