S-71-12.1-12.16i
LEGEND
THE FOLLOWING SYMBOLS AND ABBREVIATIONS
HAVE BEEN USED UNLESS OTHERWISE NOTED
\ d INSTALL SEWER PIPE (SIZE 81 TYPE AS INDICATED)
INSTALL STANDARD MANHOLE
C TRAFFIC SIGNAL CONDUIT
E. ELECTRICAL CONDUIT
— 3.1 G.— EXISTING GAS LINE (SIZE AS INDICATED)
—8" S— EXISTING SEWER PIPE ( SIZE AS INDICATED )
—48" SD.— EXISTING STORM DRAIN (SIZE AS INDICATED)
T. EXISTING TELEPHONE CABLE / DUCT
—� W— EXISTING WATER LINE ( SIZE AS INDICATED)
�. EXISTING MANHOLE / VAULT
--�-- EXISTING WATER /GAS VALVE
}---- - - - - -- EXISTING ANCHOR /GUY WIRE
—x —x— EXISTING FENCE (TYPE AS INDICATED)
°----- `- -- -- EXISTING CURB 9 GUTTER
EXISTING RAILROAD
-'� — - EDGE OF PAVEMENT
RIGHT OF WAY LINE ( R /W)
�-- FIRE HYDRANT
0 LIGHT STANDARD
-o— POWER POLE / TELEPHONE POLE
TRAFFIC CONTROL BOX (T. C. BOX)
WATER METER
• GAS METER
• TRAFFIC SIGNAL (T. S.)
ABAN. ABANDONED
A. C. ASPHALT CONCRETE
C. B. CATCH BASIN
C. M P CORRUGATED METAL PIPE
C. 0. CLEANOUT
CONC. CONCRETE
DWY. DRIVEWAY
ELEV ELEVATION )
F. L. FLOW LINE
F. M.S. FORCE MAIN SEWER
FUT. FUTURE
HOWL. HEADWALL
H. L. SEWER HOUSE LATERAL
INV INVERT
1. P IRON PIPE
IRR. IRRIGATION WATER LINE
MH. MANHOLE
PVMT. PAVEMENT
R C. B. REINFORCED CONCRETE BOX
R.C.P. REINFORCED CONCRETE PIPE
S SLOPE IN FEET PER FOOT
SPEC'S SPECIFICATIONS
STA. STATION
STD. STANDARD
V. C. P VITRIFIED CLAY PIPE
W.W WASTE WATER
®I ---- DENOTES DETAIL NUMBER
♦— DENOTES SHEET NUMBER
1 i
t
CONSTRUCTION PLANS
FOR THE
I
s ;L4
fj,&-fil � -b
�3
CONTRACT N0.
FROM
SUNFLOWER AVENUE
TO
McGAW
AVENUE
COUNTY SANITATION DISTRICT NO. 7
AGENCY INDEX
OFNAME AND ADDRESS ABBREVIATION PHONE
COUNTY SANITATION DISTRICTS C. S. D. 962-2411
ORANGE
OF ORANGE 10884 ELLIS AV
1 COUNTY, CALIFORNIA FOUNTA N %lAl I COUNTY
92708
AUGUST 1971
t
IN Tt/V OFFrCK
,,f•
ENGINEERING
j'n \ "q,LT1V(; ); \'r;r \'KfJ.'s
412 SOUTH LYON STREET
SANTA ANA. CALIF 92702
rHONE 714. 5471471
CONRAD HONENER, JR -C.E. A951
PROJECT ENGINEER
t
SHEET INDEX
CITY OF COSTA MESA CITY OF C.M.
SHEET
i
DESCRIPTION
COSTA MESA, CA. 92626
I
j
833-1223
2
PLAN AND
LEGEND
THE FOLLOWING SYMBOLS AND ABBREVIATIONS
HAVE BEEN USED UNLESS OTHERWISE NOTED
\ d INSTALL SEWER PIPE (SIZE 81 TYPE AS INDICATED)
INSTALL STANDARD MANHOLE
C TRAFFIC SIGNAL CONDUIT
E. ELECTRICAL CONDUIT
— 3.1 G.— EXISTING GAS LINE (SIZE AS INDICATED)
—8" S— EXISTING SEWER PIPE ( SIZE AS INDICATED )
—48" SD.— EXISTING STORM DRAIN (SIZE AS INDICATED)
T. EXISTING TELEPHONE CABLE / DUCT
—� W— EXISTING WATER LINE ( SIZE AS INDICATED)
�. EXISTING MANHOLE / VAULT
--�-- EXISTING WATER /GAS VALVE
}---- - - - - -- EXISTING ANCHOR /GUY WIRE
—x —x— EXISTING FENCE (TYPE AS INDICATED)
°----- `- -- -- EXISTING CURB 9 GUTTER
EXISTING RAILROAD
-'� — - EDGE OF PAVEMENT
RIGHT OF WAY LINE ( R /W)
�-- FIRE HYDRANT
0 LIGHT STANDARD
-o— POWER POLE / TELEPHONE POLE
TRAFFIC CONTROL BOX (T. C. BOX)
WATER METER
• GAS METER
• TRAFFIC SIGNAL (T. S.)
ABAN. ABANDONED
A. C. ASPHALT CONCRETE
C. B. CATCH BASIN
C. M P CORRUGATED METAL PIPE
C. 0. CLEANOUT
CONC. CONCRETE
DWY. DRIVEWAY
ELEV ELEVATION )
F. L. FLOW LINE
F. M.S. FORCE MAIN SEWER
FUT. FUTURE
HOWL. HEADWALL
H. L. SEWER HOUSE LATERAL
INV INVERT
1. P IRON PIPE
IRR. IRRIGATION WATER LINE
MH. MANHOLE
PVMT. PAVEMENT
R C. B. REINFORCED CONCRETE BOX
R.C.P. REINFORCED CONCRETE PIPE
S SLOPE IN FEET PER FOOT
SPEC'S SPECIFICATIONS
STA. STATION
STD. STANDARD
V. C. P VITRIFIED CLAY PIPE
W.W WASTE WATER
®I ---- DENOTES DETAIL NUMBER
♦— DENOTES SHEET NUMBER
1 i
t
CONSTRUCTION PLANS
FOR THE
I
s ;L4
fj,&-fil � -b
�3
CONTRACT N0.
FROM
SUNFLOWER AVENUE
TO
McGAW
AVENUE
COUNTY SANITATION DISTRICT NO. 7
AGENCY INDEX
OFNAME AND ADDRESS ABBREVIATION PHONE
COUNTY SANITATION DISTRICTS C. S. D. 962-2411
ORANGE
OF ORANGE 10884 ELLIS AV
1 COUNTY, CALIFORNIA FOUNTA N %lAl I COUNTY
92708
AUGUST 1971
t
IN Tt/V OFFrCK
,,f•
ENGINEERING
j'n \ "q,LT1V(; ); \'r;r \'KfJ.'s
412 SOUTH LYON STREET
SANTA ANA. CALIF 92702
rHONE 714. 5471471
CONRAD HONENER, JR -C.E. A951
PROJECT ENGINEER
t
SHEET INDEX
CITY OF COSTA MESA CITY OF C.M.
SHEET
77 FAIR DRIVE
DESCRIPTION
COSTA MESA, CA. 92626
I
TITLE SHEET 81 INDEX TO DRAWINGS
833-1223
2
PLAN AND
PROFILE STA. 217 +1 1 TO STA.
229 + 00
3
PLAN AND
PLAN AND
PROFILE STA. 229 +00 TO STA.
PROFILE STA. 241 +00 TO STA.
241 +00
252 +00
4
5
PLAN AND
PROFILE STA. 252 +00 TO STA.
264 +00
6
PLAN AND
PROFILE STA. 264 +00 TO STA.
274 +00
7
PLAN AND
PROFILE STA. 274 +00 TO STA.
62 + 00
8
PLAN AND
PROFILE STA. 62 +OOTO STA.
67 +88
9
PLAN AND
PLAN AND
PROFILE STA. 0 + 00 TO STA.
PROFILE STA. 4 +00 TO STA.
4 +00
12 +64
10
1 1
STANDARD
MANHOLE DETAILS- R.C.P.
12
STANDARD
MANHOLE DETAILS- V.C.P.
13
51-INCH SIPHON UNDER LANE CHANNEL
14
JUNCTION
STRUCTURE AT MAIN ST. B RED HILL AVE
15
JUNCTION
STRUCTURES
16
MISCELLANEOUS DETAILS
LEGEND
THE FOLLOWING SYMBOLS AND ABBREVIATIONS
HAVE BEEN USED UNLESS OTHERWISE NOTED
\ d INSTALL SEWER PIPE (SIZE 81 TYPE AS INDICATED)
INSTALL STANDARD MANHOLE
C TRAFFIC SIGNAL CONDUIT
E. ELECTRICAL CONDUIT
— 3.1 G.— EXISTING GAS LINE (SIZE AS INDICATED)
—8" S— EXISTING SEWER PIPE ( SIZE AS INDICATED )
—48" SD.— EXISTING STORM DRAIN (SIZE AS INDICATED)
T. EXISTING TELEPHONE CABLE / DUCT
—� W— EXISTING WATER LINE ( SIZE AS INDICATED)
�. EXISTING MANHOLE / VAULT
--�-- EXISTING WATER /GAS VALVE
}---- - - - - -- EXISTING ANCHOR /GUY WIRE
—x —x— EXISTING FENCE (TYPE AS INDICATED)
°----- `- -- -- EXISTING CURB 9 GUTTER
EXISTING RAILROAD
-'� — - EDGE OF PAVEMENT
RIGHT OF WAY LINE ( R /W)
�-- FIRE HYDRANT
0 LIGHT STANDARD
-o— POWER POLE / TELEPHONE POLE
TRAFFIC CONTROL BOX (T. C. BOX)
WATER METER
• GAS METER
• TRAFFIC SIGNAL (T. S.)
ABAN. ABANDONED
A. C. ASPHALT CONCRETE
C. B. CATCH BASIN
C. M P CORRUGATED METAL PIPE
C. 0. CLEANOUT
CONC. CONCRETE
DWY. DRIVEWAY
ELEV ELEVATION )
F. L. FLOW LINE
F. M.S. FORCE MAIN SEWER
FUT. FUTURE
HOWL. HEADWALL
H. L. SEWER HOUSE LATERAL
INV INVERT
1. P IRON PIPE
IRR. IRRIGATION WATER LINE
MH. MANHOLE
PVMT. PAVEMENT
R C. B. REINFORCED CONCRETE BOX
R.C.P. REINFORCED CONCRETE PIPE
S SLOPE IN FEET PER FOOT
SPEC'S SPECIFICATIONS
STA. STATION
STD. STANDARD
V. C. P VITRIFIED CLAY PIPE
W.W WASTE WATER
®I ---- DENOTES DETAIL NUMBER
♦— DENOTES SHEET NUMBER
1 i
t
CONSTRUCTION PLANS
FOR THE
I
s ;L4
fj,&-fil � -b
�3
CONTRACT N0.
FROM
SUNFLOWER AVENUE
TO
McGAW
AVENUE
COUNTY SANITATION DISTRICT NO. 7
AGENCY INDEX
OFNAME AND ADDRESS ABBREVIATION PHONE
COUNTY SANITATION DISTRICTS C. S. D. 962-2411
ORANGE
OF ORANGE 10884 ELLIS AV
1 COUNTY, CALIFORNIA FOUNTA N %lAl I COUNTY
92708
AUGUST 1971
t
IN Tt/V OFFrCK
,,f•
ENGINEERING
j'n \ "q,LT1V(; ); \'r;r \'KfJ.'s
412 SOUTH LYON STREET
SANTA ANA. CALIF 92702
rHONE 714. 5471471
CONRAD HONENER, JR -C.E. A951
PROJECT ENGINEER
t
P.T.81T.
CITY OF COSTA MESA CITY OF C.M.
834 -5323
77 FAIR DRIVE
COSTA MESA, CA. 92626
1
IRVINE RANCH WATER DISTRICT -
833-1223
3512 MICHELSON DRIVE
IRVINE, CA. 92664
S. C. E.
ORANGE COUNTY FLOOD CONTROL O. C. F. C. D.
639 -2435
DISTRICT
400 CIVIC CENTER DRIVE
SANTA ANA, CA. 92701
SOUTHERN CALIF. GAS CO.
ORANGE COUNTY ROAD DEPT. 0. C. R. D.
834-3456
400 CIVIC CENTER DRIVE
SANTA ANA, CA. 92701
ANAHEIM, CA. 92805
1�
LOCATION MAP
N. T. S.
LEGEND.
SHEET NUMBER F-
CITY LIMITS
NAME AND ADDRESS ABBREVIATION PHONE
PACIFIC TELEPHONE AND
P.T.81T.
546 -6310
TELEGRAPH CO.
3220 S. BRISTOL STREET
1
SANTA ANA, CA. 92704
SOUTHERN CALIF. EDISON CO.
S. C. E.
835 -3833
1241 S. GRAND AVENUE
SANTA ANA, CA. 92705
SOUTHERN CALIF. GAS CO.
S.C.G.
538 -0211
1919 S. STATE COLLEGE BLVD.
ANAHEIM, CA. 92805
STATE OF CALIFORNIA
-
542 -4739
DIVISION OF HIGHWAYS
1709 EAST FIRST ST.
SANTA ANAL, CA. 92702
PACIFIC LIGHTING SERVICE CO. P L.S. 529 -2889 '
P 0. BOX 8
BREA, CA. 92621
SHEET
z
e
i
I
.
\� S
�� - \ TA 220 f32 39 9 G.
t
_x P40TECT /N 1lV1,910E
O'
17 r� t;. l �- o V A '
t r4 O
_ �, , o ° •
lyiry���sr66 oBCT l�
N Cp�9 .9 S>- a "� 9� �1SD` �� l _ — E _- \ \ MA + -T
iS' ' R�
r� r
r
SU
VENwER
UE
0
I E - 83 - 09 ALUM /NUM
CAP 57 FT. SOUTH 1QAJD 34 FT.
WEST OF /NTERSECT /ON OF
CENTERL /NES OF MA /N STREET
AND SUNFLOWER AVENUE.
SET /N SO(/ThE,4ST CORNER
OF CATCH BAS /N.
ELE1 = 32.37 ('1969 40./VS7)
B ;44
�s
CgSF
r r
1
P /PE 4t— VE OAT,9
'j. 237000-700,7 -
A =9Z'
T= ZO, -49'
L= 40./4'
(8' JOINrs)
/ v^
N
r
� t9
a x
ff O
/ " f
F o
--
aar, C-TS
CO ' MA 6
pU
�.T T o o,
pig
p CAeI"
K s o '
-- __- -
o \ �r
I _
zx
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ST E ? 9 6 c ?R07,FCr /N ?LACE ,
/Of N
N n
�$Z3
T3 Q4', 'X)
xa -o 3
K3 �jrc A
RFO NYOFAl1c 1C oATA 6'x 4' BOX cavERr \ ` COUNTY OF ORANGE
4
. ■
CITY OF STA,227f82.3-9 P._C,CJ
COSTA MESA
47 j
6-0.000664 \ tJ � �\ � � 'COUNTY SANITATION DISTRICT N0. 7
\ \ OF
q = .90. a C15 p�E zippp P 5 <
SB. /mgd ORAN GE COUNTY, CALIFORNIA
,V = 3 76 jvs "? \� \
P /PE` CURIAE DATA v O \ PLAN AND PROFILE
SUNFLOWER INTERCEPTOR
7Z, MAIN STREET STA. 2171+11 TO STA. 229 +00
1'8' JOINTS) \ \_T REACH 3 7-6-3 T
!1!N wM.s. BOYLE ENGINEERING ///���
PLAN SCALE: 1 "= 1V' AWN F 412 60. LION STREET SANTA ANA, GLIF.
OJ.F.
Dare AUG7i
REV. DATE D E! C R 1 rT 1 O N A - -" B-CO7- IOI - 52 D-1675
OF 16 SHEETS
F.l. T — 382
IS
==_
MIR
e
I
'e
i 0 _
El
S
�9
i�_ —
P /PE ti CURVE DATA
d= l4° 35 "59„
L= 239,06'
s.
i
a
—:
c
—
r
Est
R
41
PC
Lq
44
O
Q
Q
Q
�
�
W
W
sass
s$
==
DEEM-
zMEE
sus
i�_ —
P /PE ti CURVE DATA
d= l4° 35 "59„
L= 239,06'
s.
i
a
—:
b
EQ41og7 /LW 374. 230 t 970V` E.0
0 sTR Z.30,- 2/. 47 EC. «I / FD. BOLT rY/9SNER
0 STA. 290 0 3 .58
f CON T 4' %O. A4,q
/0 " STU6S N e S. %
N N
Lij
N
iw `
co
LLJ
vo Z T
Q
0
Q
V W �
hQ
N'
n,
1
c
—
r
Est
R
41
PC
Lq
44
O
Q
Q
Q
�
�
W
W
ONE
zMEE
sus
sss
ss
= —-
ss
--_--
-s
—_
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�s311m.
se
—
se
ss�us
�
s
im
will
Miss
ME
s
mo'so
_
HIM
ME
E
b
EQ41og7 /LW 374. 230 t 970V` E.0
0 sTR Z.30,- 2/. 47 EC. «I / FD. BOLT rY/9SNER
0 STA. 290 0 3 .58
f CON T 4' %O. A4,q
/0 " STU6S N e S. %
N N
Lij
N
iw `
co
LLJ
vo Z T
Q
0
Q
V W �
hQ
N'
n,
1
_m
— ssssss s.
f:-
I -
- -T { T - -T= -_T=4
134+00 235100
PROFILE SCALES
HORIZONTAL 1 " =40•
VERTICAL 1 " a 4
Ale 76:
GUY POLES TO BE � V
RELOCATED PER S4ECS: h
h
0
P
— �—
c
—
r
R
41
PC
Lq
44
O
Q
Q
Q
�
�
W
W
_m
— ssssss s.
f:-
I -
- -T { T - -T= -_T=4
134+00 235100
PROFILE SCALES
HORIZONTAL 1 " =40•
VERTICAL 1 " a 4
Ale 76:
GUY POLES TO BE � V
RELOCATED PER S4ECS: h
h
0
P
— �—
T
—
r
w
� Q
W �
MAIN
BEM° ' 1".31
236+00 237 00 Z36f00 C3yf00 c4 / *uc./
EOV,9`T /ON
STA. 233 f 75. /0 E.C. 6510--
v STA - 244150.42 E. CrA/,/D.
CON57.64 "l. D. MH. SEE SHEET N0. 4
P /PE CV/4!'E A9T�9 0 /2 "STUBS E. W. Q
a= 90 °olao° �i R MATCH LINE ��
3� STA. 241 +00
�
R- 45' �
h
7-: 45.02
�l
L - 70, 74'
h V
(4 ✓0/NTS) 57x9. 299t04.36BG_ STA. 239 +63.39
- REDhllLL AVEAJLIE
NO 7,c,- \ ✓IJrVCT /ON STRL/CTU9E� I FD. N T
REFLECTOR P4,O0L cS 2-0,9,E 5Tr9. z3-9,001-36 /
REMOVED 9N0 RfCOrVSTf7L/CTED SEE SHEET l4 PROTECT IN PLACE
DEFLECT AS REQUIRED =„, `'
TO CLEAR TOP OF M. H. -
c I 3
PROTECT IN
INA + PLACE - -j --
235f 0�
kn
rr r c�, .,
BUR /ED CABLE
P . — - r
W STS', 238 +98.36 _ v --
DEFLECT 45 00 00 „
_/s�YOf7ALJL /C OgTA, Q SEE Sh'T 9 FOR -�-
d r e6 = S. SO ' PLf7N 44
°O 3 4 Ov RED HILL AVENUE
S = O 000864 � � 1.
Q=90.o cis Q ck- Q��� COUNTY SANITATION DISTRICT NO. 7
OF
PLAN SCALE: 1"=40'
ORANGE COUNTY, CALIFORNIA
PLAN AND PROFILE
STREET SUNFLOWER INTERCEPTOR
STA. 229 +00 TO STA. 241 + 00
REACH 3 7 - 6 - 3
— —
DESIGN — R M . BOYLE ENGINEERING *MEET NO. NO.
F B. 412 SO. LYON STREET SANTA ANA, CALIF.
DRAWN
O.J.F J
DATE AU_G. 71 B-007-101 -52 D -1675 C
REV. DATE DESCRIPTION I APP
CHECKED ECRED C.H. F.s. T -382 OF 6 SHEET'
7
•
O
M
N
O Q �
F ~
w�
Ld
U) o 0
I 0 kn
W{., _ .... _..
cwn
pW W
e Q
Q Q
2
W
Q Q
u W
TO BE RELOCATED SY OTAIeRS
n1' ,
, 245�G1�
P
h
NO TE,
REFLECTOR PADDLES 4/V0
516NS TO Sc REMOVED AND
.9ECONSTRUCTEO
I.1y.of7.g1-11-1C D19Tf9
d =6.3
S : O, 000.520
4= z e0 f�Q,
0
RED HILL
w
0
+
p
H /6_ H411VY f CURVE DATA
�+
RIPEN CURVE DATH_
0
Q
Q
Q
�
d = 51 °05' 08'
LANE STREET
Dv
Q
R /200'
T - 573.47'
44
T = sB9. 72 ; '
Q
[ 1 /069.93'
0
L = //00.25
0 50 _
aQ
STA. 247+54.00
STA. 247f 6/. 6
CONST. 64"10. M. H.
it LANE STREET
5,W. 249tP.S8
S, C,
Q�
12' STUBS 5.$W,
- --
r,
o
TT
n
9 �
o
25ofoo �
h
-- - l9
W � I lRV /NE RANCH VYATER D /STR /CT _
v CLASS /50 "9410
PROTECT IN PLACE OR 41
0
+
p
REMO ✓E ANO RECO1V57)?UCT' 0
�+
Q
Q
0
�
Q
� AVENUE
PLAN SCALE: 1 "= 40'
u
REV. DATE
SPA 2Q9t // 58 B.C.
X
O
N
2
rU �
�Q
��
Z co
J
FO. A4 T
COUNTY SANITATION QISTRICT NO. 7
OF
ORANGE COUNTY, CALIFORNIA
1
PLAN AND PROFILE
RED HILL INTERCEPTOR
STA. 241 t 00 TO STA. 252 + 00
REACHES 4 8+S 7-6-3
—_ -- - - °Et "" W M S. BOYLE ENGINEERING SHEET NO.
_ _ --
DRAWN F. B. 412 60. LYON STREET SANTA ANA, CALIF.
J
O.T 4
- - -- - -- DATE AUG' 7
DESCRIPTION A ►P CHECKED C.H. - "' - "- "' -' B_C07- 101 -52 D-1675 OF 16 SHEETS
F.t. T -382
4
4
� r ,
m
PROTECT IN PLRCE '
m
- - _ - -
F57-4.
D NET 81. 5/ E.C. 4, IRON P /PEI S.C.G.
r
v . 25y A�SrR/Ct
e 00 P /PE g` CU17il �fYA0RAUL /C OAT" Q O
N04 c. d = s/° 05'GiB" d = 63" = SZ5' Q
R. \ IRVINE 150 A•�' ' R= 1234 ' 0= '4 h�
" Cj A05 7 X89, 72' /7
kr 4 = 72 B CfS J ►
°
.470 inyd
o ,
m � ,
REFLECTOR PADDLES, FL ASf,�ERS r9N0
5 /GN TO -SE '?SIWOV6E0 ANO RECON.57RUCTEO
F� �iy �. � -' NisNwAr �` caRVE oArA
=573 RED HILL AVENUE
L
/069.9.9 3
O0
n
PLAN SCALE: 1"=40'
REV. I DATE I D E IS C R I P T I O N
\
L.i
+
N
h �
Q z
co F-
LLJ
w
W z
��
ofzv7
Jw
LLJ
\d
SKY PARK BLVD.
33'
42;
43,
SKY PARK
BLVD.
COUNTY SANITATION DISTRICT NO.7
OF
ORANGE COUNTY, CALIFORNIA
PLAN AND PROFILE
RED HILL INTERCEPTOR
STA. 252+ 00 TO STA. 264+ 00
REACH 5 7-6-3
- - -'- DESIDN W M B. BOYLE ENGINEERING SHEET NO.
DRAWN F.B 412 60. LYON STREET SANTA ANA, CALIF.
DATE AUG'71
Al CHECKED C.H. B- CO7-IOI'S2 D -1675 OF 16 SHEETS
F. a. 7 -382
A?,
HIGHWAY ¢ CURVE DATA
R = 1200'
T = 572.98'
o `v
•� I
�i" co h0��i �9NQp G
co
w i
_E
h� •
BENCH MARK 'k•
3A - 7/- 69 (O. C. S.) AL UM /NUM CAP
�/Z M /LE NORT/T' OF MA11V 6TREET
OA/ 14E0 H /LL 14XENUE, Q4 FT. SCV7714' Q.
OF 71-1,E CEiI/TERL /NE OF REO /+' /LL Q.
RXENUE, /OG FT. SOL/Tf/WEST OF
A F/f7E HYDRANT, SET /A/ THE TOP
OF A CONCRETE POST.
ELEK = 34.73 ('1969 ADJUST)
f✓YOR441L /C OATA
d.6j„ szs'
'o-4,4949,
/7 =
O. 01.4
S r 0.000520
q z 7Z.,& cpdS
47.0 /gd
V. -446 fips
R = //66'
T= 439./6'
= L I.00
PROTECT IN PLAT
OR REMOVE AND
RECON577RUC7
N07, 6;
I9EFLEC710,4 f'AOOLES TO SE
�9EM0l�EO ANO f�E'CONSTRL/CTEO
VA
m
m
w
m
O
C
O �
a
z
0 0 1 58 - �• R
a m
212 r7�4i Nw `
Ns 641 1 1,
212 J. 000 Z(
23
1 SDEr�ECT Par Tp.
1
rY
- - o
o
36 "RCP
r
_....._270 +_ 051I� ° -
f00
iQ
CL g` ss s 0 sqr
- - - , S�r'ON j(,43 g 4y ?3� �— T 'S T 26
90
pNp.
#7-30 "I /GP D 273 ±2'�;NIN'
2 5T P' = 4
RED HILL h AVENUE
PLAN SCALE: 1'1= or
Q - �aNSf 8
q h �
1
REV, DATE
DESCRIPTION
'1: 60 12,25"
R = 1200'
T = 65.06'
L : /30.00'
,,
4., 5. D•
5
f
�. P
_ ?O
O
/ T � f CA51N5�
CIII
P „sit•
_e- COUNTY SANITATION DISTRICT NO. 7
OF
ORANGE COUNTY, CALIFORNIA
PLAN AND PROFILE
RED HILL INTERCEPTOR
STA. 264 + 00 TO STA. 274 + 00
REACH 5 7- 6 - 3
-- - --
DESIGN W M e BOYLE ENGINEERING SHEET HO.
- F. B. •12 60. LYON STREET SANTA ANA. CALIF.
DRAWN
O04F 6
- -T— ---_ .._ - - -. -_ DATE AUG X71 c -
A►► CNECKEDC.H. f.l. 7 -812 6- C07-101-52 D -1675 e
OF 16 SHEET=
4
Iii I, I
STA. •SB +76.42
_v� Jr�O. S4 *96.27 STA f4!9 /00 viii M STA. $6 f8
g` REYNaLL75 4vE. �/I I o CONST. 64"10, ✓UNCT/OIV STRUCTURE
66 II-
N rY 4 /�
nj CO \
BT FO
T
_3G J SEE SHEET 15
6'G � -=F T
CID
--- - - - - -- — 7250 tom
Id
J �
7 f
w
I b i i Ili Sol ° �^ ;;; 30 6 G �- -T— — 30 /iG G - F-
_ _ In 'n U) w
w
276 -CC A _{j 55 * 00 ,3 60 * 00 - - -- ,- w =
:�-- --- � --+ - - - -- 275— - - -- � � Z U)
uwj
01 n �p� �t� �1 N! i i ,' gECONST�7UCT
-J
U b o w. w
/ - - --
- - - -- =
- _: - PROTECT IN PLACE - — O j
RECONSTRUCT - 1 - �.. _ _
TRAFF IC LOOP = N _ _ \
r =
j Q
/RI/ /NE R9NC/i �' 1 O /V R/E E - �
C PER P�90F�OG� ECONSTR[K'T �3. S - .5 - BU U CARL o \
/ _ _ - - ' 1, . /R1/ /NE RANCH ENV. ELEV =
- -. 27 ' liC. � /NV ELEV - PL. �' PT T � �� �
'� \ C - — - M47, IR 0 /57P 24.34 N. 0 S.
` 47'eR D /6TR /CT /B !+'L.P ZOA?D /6
X4.95' IF h ii CLASS /50 RC.P
CLASS /50,A.C.P', iti -mil, 232z 1 X4.97 At 5CG ' 25.95 E,
9 G�9S - -- h yd-63UL.S2ST� Q 26� 25.78 W.
�' STA. 52 +57,8/ /7=
84-,T/. D. M�. a - .Q. es IL �I 6� � _
ss, l2 STUBS W ETAiL 7 ? S_ o.o aszo h W 39/ -
O /3 v u 23.89 NS
v Q f 40 .4o 24,6/ E.
R �b 72,8 c S Q.
47.0 177g c2/ h�r� w __ So } 2 -a.BZ� COUNTY SANITATION DISTRICT NO. 7
QS, / !/: 3.46 j vs mr
I OF
. NjgC`-- REYNOLDS AVENUE
ORANGE COUNTY , CALIFORNIA
BENCH MARK PLAN AND PROFILE
ARTHUR i C. 3,4 -7P -69 (O. C. S. ALUMiw&M
B` OF E ART RED HILL INTERCEPTOR VQ LAI H /&,SRSECT o1V OFRED HILL AV E N U E
CHANNEL MacARrNUR eLl/0.,�39 FT. STA. 274 +00 TO STA. 62 +00
�F�sl
1V0R7*1SE1957' OF THE CENTER OF REACH 5 7 -6_3
SEE SHAFT 71-IF 5L�D NoR HwESrHOFNr E _- _ - - - - -_ - ___._. - - -- _ __.___ DESIGN WMe BOYLE ENGINEERING SHEET NO.
FOR DET �3 CENTER OF REDH /LL AVENUE, SET PLAN SCALE: 1 /1= ZV/ DRAWN OBE BIZ EO. LYON STREET SANTA ANA, CALIF.
A��S /N THE NORTHEAST CORNER OF - -- DATE_ AUG.' 71
CATCH BA9/N. ELEI!' 34.46 x/969 ADJUST) REV. DATE DESCRIPTION APP CHECKED C.H. r.�. T- 382 B-007- 101 -52 D-1675 O► 16 tHO
EX /STING
/NV EL EV.
25-16
II
_ EX /ST /N6
-Z7 9C,= 1- --
PROTECT /N PLACE
EX/ST/NG' /0" N/=
BL/L,KNEAO SLOTS, DETi4AL�5�
2 REQ'D. - - 12
STA 67f 7398 7 � h
14111N. A1VCh H4ER D /STR /CT P/MPL /NE
h
DEFLECT 45 00 00 " I iAenN�
COrI/ST 6 x 7'JL/�VCT /O/V STi9L/CTURE END PROJECT
;� STA. 67:88 -oo
SC G. RL.J Rr�T &1,,9 /ED CABLE S.C.G. -
L7ETF1 /L. I
-
-
N � 7Z 's0 y 145 '� r� I I I I I'Z4SO y
C5 Q h 90596 G �— CL/T PLL/G ENDS
905ir6'G
b PROTECT /N PLACE
uj- - -- _
z W
`IONS 27S
J b �
w
Lli
v7 = = Ar
U s I Z A.dIJCTJ- mefJ,u.J
Q o�- CONST27 ;,.- —• o- 5,3
{CPSE{YER %o
/R✓/NE Rh;•VCH Mg7ER O /STR /CT C.S.D 7 /RWIVIE f7ANCH W9TER O /STR /CT
� C
f7PPROX. LOG9T /ON j u �
.yYORAUL /C L7AT,9 , I
BENCH MWX - N
('O.0 — II
3R • 73 - 69 S.) 19Y L1M /A141V C,9P
CENTERL /NE OF I I
S = 0.00/735 RED N /LL fJVE,, BO ,c7 NE OF THE
Q = 72. B CfS CENTERL /NE OF McG'9W ,,qt1, ,SET Q
4 = 470 ingd /N NW. CORNER OF C,9TCfT' S95 /N h lr ♦ -- Qo'
v= 760 ,�bs ELEY = 37Z3 ('1969)
McGAW STREET
RED HILL
PLAN SCALE: 11/= 40'
STA. 66-o,06,38
¢ Mc(I STREET
FG1 MOU
/NX ELE!!
1608 N. F f
16.98 E.
26.69 W,
WX FLSvs
2546 E.
AVENUE
/T1YDRAL/L /C 0o9TA
/7 : O. O /3
S = 0.00633
Q =266. cfS
/72 177gd
lam: 6'. 9 fps
/O GAGE TUNNEL
L /HER PLATE
�M /N, SECT /ON
MDOLILUS 0.058 ��)
GETOUT CONNECT /O1V i
h'OLES SPACED /2'
ON CENTER /N Eo97.
ROW ogVO STl,7C+GEREO
/D SO AS 727 0CCL44
ON lL TERiVATE 5/DES
GROUT COUPLING
OETA /L ( t4
�3�
0
/MK ELEIIr POUR NEW BA6'E FOR
MN. S!,'AFT.
�'EE SHEET // FOR
S,yAFr DETA /L S
v
Q EX /STAND'
n
REMOVE P0,4r/ONJ OF
� � K C. ,4 EXTEND /NG /NTO
i NEW BASE. (�rYP /CAL )
OK\i
i
r
I 6XJS77 G
4x 97" leoz
EX /ST *, / SO O. M
" ArVO BASE
TD BE REMOVED
EX /S7 "11M
/NX ELEV :
-
NOTE r
j III °LACE FABR/CATEO SHEET METAL
I I TEE TD C4W79/N EX/ST /VS FLOWS,
11 I B �7 E9SD Ilf ENT /E 7 O " O. MN. AND
CDNSTRL/C
NEW II /. D.
1 I I MN, AJ JHOfYN.
11114�SVC� I
DETAIL I
1 11
3 '- 6 "
GROUT CONNECT /ON HOLES )c.9CEO
6 ' O/V CENTER /9V EA. ROW .9IVO
STAGGERED 4' SO AS TO OCCUR
ON ,9L 7:Fz? 1b9TE S/OES OF CROWN.
GROUT COL/PL/NG L7ETl� /L '4
�I 3
63 "FLUSH BELL R.C,P
-LE.9N GROUT
SET R /G /D AIAEADER
TO SERVE .9S GU /OE FOR
' / P /PE TEMPLATE SCREED
COW5T, ✓oi/VT
GONG, �'R.gLxE FO.'7ME0 TO JEr
C,= AT DES ASSN .SFW"
GRADE AND SYAPED TO CONFORM
TO 0,:7 CIA-IENS'/ONS.
TUNNEL
T_ YPICAL SECTIONS A
N.T.S.
REV. I DATE I DESCRIPTION
- °E ° " "_ w h e BOYLE ENGINEERING SNECT HO.
DRAWN FO.J B E Q
Al2 60. LYON STREET SANTA ANA, CALIF. O
-- - -_. -.. DATE AUG. 7I
A" CHECKED C.H. F.S. T- 382 I B-007-101 -52 D - 1675 OF 16 . *ME,
COUNTY SANITATION DISTRICT NO. 7
OF
ORANGE COUNTY, CALIFORNIA
PLAN AND PROFILE
RED HILL INTERCEPTOR
STA. 62 + 00 TO STA. .6 7 + 88
REACH 5 7-6--,
/Z "KC.A STUB___ iJ
f I II
I I I
I
16
/NY. ELEV
11.47
BR/CX AND WW7,,4R
T1 AR[ 04PRA COMER
W/rH / • /NCH MORTAR
TO FORM SMOOTH
S /OE AVO CM,9rUNEL
l�J �
L_
r,
/Q pOO
27'V
-o
2 /. ZZ
I
72" / 0,, MH,
24" KC,P
47
72° I. D. MANHOLE
DETAIL I
-- _._..__. �_..._ _- ,..1 ........ I - -_ .._..�,_..,..,_� - -_— - :.__,_._a._�.>y L 1._
F Of00 / *00 Zf00 3 +00 400
I'o NyoaauL /c OaT4 PROFILE SCALES PIPE g� cuRVEOaT,q
HORIZONTAL I.. 40 yY !4AL1� /C_pATA =35 °00'00"
m
or 2.09 VFRTICAIL I "-
n: 0, 01.3 J= /46' 41 T= 40.00'
5=0.00260 /7: O.O /.9 v L = 7750'
D
qZ /7oc�s s =o.00i6 Q
,n -- / /0/77 d
/ 4.4/ s qv= . -.570 /7PaEi2°296oAr,9
�. > R 2028'
m
` 1 . + /4 7 9LiCTU9E �
h L T 042 . 0303'
/A// EL EI/ : KNEAO S[ 2 3 9 * 0 - CL -gvE oAr,2
2 REDO. 1 ', V
/ON S
OE r4 /L 5 2000
2/8 "97'
2 '
1
L = 436.20'
/N!/ ELE{l 3'TA. 236 +' 96 36
o C - -{ , STA. c7
- -- / �/
i �, - I � 2!'0.0 �� -,
LANE Re,40 PUMP AND COVER
JT - -4 1L �
i,' REMDI/E hORr /ON
n?1112-
�- OF EX /ST. V. C.,O S>"9
EXrENDiti'6 /Nr0 NEW BASE __, � _ � � i I 36 " /,O X B6 "o,0.
FLAT TOP
} A ��
- - -- `f <_ --
444 14'1 3g I I
s EQUf
s ,4
RE
{ .A6'OPEN /NG 6 w�rN /Z' l!CR SPEC/AL 72 "AiIN �V r
`T Burr r0 EXisriac /2 "G /. P SN9FT SECT /O/V FD.
NOTE o • I�
PL,4L'E SLEEVE BETI�YEEN /Z" OUr[Er
AND EX1X r11% G 1211 /4,= 27.37
ENr /RE 4g " i D. Mfg AND BASE. CONSTRUCT '^
NEW 71 l /.O. M 4 4S lfA'0 /v % O
// ELEY.
Q B�9SE TO BE REMOiEO"
25. B5
72 1. D. MANHOLE
DETAIL �2� SECTION 'A
-1/2 I = 1 1- 0
II
,0
T - /N P[4CE v _, m lw--
X39 109.68 B.0 'r - o w
l P,40TECT .._ J
TA239s87, /8 EC" I / /N PL ACE
- To;,_ -I — -�F - -_ _---- _–
?99 96A � .f 74, -00.00 ac
!; /LL AIiENUE 4� J•774, 2Q0 +Z6. /Z �BK• J: CONSTRUCT /ON
W
6, 74- O 29.00 /A�/D) EASEMENT V T
u
OEFLEC T /O ° 00 '040
CIONSIT. 75' /, 0 A4//, /RV /NE /rvOUSTfT /F7L COMPLEX
Z /Z2 C.9MPU5 OR
29' J �� SEE OETA /L I /i7/!iNE, Cl9L /F 92664
�
V DN /2" STUB N.
II pK RQ COUNTY SANITATION DISTRICT N0, 7
OF
RED HILL AVENUE ORANGF COUNTY, CALIFORNIA
PLAN SCALE: 1 "= 'S
MAIN
I
PLAN AND PROFILE
RED HILL INTERCEPTOR
STREET
STA.
0 + 00 TO STA. 4 +
00
REACH 4
7-6-3
__.--- --- - -- - -._._
RE .S
DESIGN W. B
BOYLE ENGINEERING
SHEET NO.
-- _ _ _-
DRAWN F.B.
CIE 60. LYON STREET SANTA ANA, CALIF.
9
._-
REV. DATE DESCRIPTION
AM CHECKED C.H.
DATE AUG. 7I
F.B. -T- -382 B- C07- 101 -52 D -1675 OF 16 SHEET
I
0
0
NOTE: DRAWING5 TO SCALE FOR 66 "R.C.P.
NOT TO SCALE FOR 63" R.C.P.
_� IO
N
O
h
a'
i
I
O
0
i "GRAAE R//VGS
NOTE: PRECAST CONC. M. N.
SECTIONS, TOP SLAB,
AND 'GRADE RINGS,DES/GNED
FOR H-20 TRAFF IC LOADING
AND S /TE SOIL CONDITIONS
AS MANUFACTURED 3Y
ASSOCIATED CONCRETE
PROD UCTS INC.
NO JO /iVTS OR P0R7'101VS OF BELLS
ELEVATION
1/2'1= I'- 0"
9 O
UV /!-7 IF V,14 7J
avirr oiutoi
SEE DETAIL 3
0
BASE PLAN
I/2"= It- 0it
Im
MANHOLE FRAME
AND COVER, DETAIL r2
12
35 O /A_— _ 2 - 0
OPEN /N0
8., 84 "I. D. 8„
/ l_J
I
I
NOTE : MANHOLES TO BE RAISED
TO GRADE AND CLASS 0 CONCRETE
COLLARS POURED AFTER FINAL
SURFACE COURSE IS PLACED.
)PE SHELF I (TYP'
PIPE REINF. STEEL
4-6 " TO EXTEND BEYOND
O'PENING OPENING AND PLACED
AS SHOWN
4- - —
"V. C. P. 5TU8
4 46 „ 4: 6 .,
SECTION A
1 —/2% 1' -0 11 -
11 -
-v1
�I
6"
84 "P,QECAST Mh! SECT IONS
'/2 GROUT
IN JOINT
GRADE RING JOINTS
DETAIL 2
N.T.S.
�r
<TCP•
EXTEND .STD, RE /1VF,
STEEL /NTO
�'00/T /OVAL BF,�SE�
STA- Z72f2/.58 j �OipA�
DEFLECT 23 °00'27"
i� x,23 °00'27" �'/
S75i9
i
MODIFIED MANHOLE BASE - STA. 272+ 17.50
DETAIL 5 NOTE
BEVEL TO BE MADE
0'' — AT FACTORY WHERE
P /PE /S MANUFACTURED.
=5 & 12 - /A/5 /0E OF MN.
BOTH WAYS 4 3
��„ GROUT __� �• � _ __
q„ � � 3�4,
- IN JOINT
EXTEND STA. f7E /NF. A
STEEL INTO AOD /T /ONHL
- �+✓ BASE -
SHAFT SECTION JOINT
DETAIL 3
N.T.S.
MAA1'T'OLE 5NAF7
C9 _ —
ki
(a7 STF7 S4t9 /.00 1� - -- % OEFLECT Z6 °34'/6"
�2 GROUT • T4'E EX /ST 6 "S SN,gLL BE
MANHOLE SHAFT /^/TERCERTED AS SHOWN FOR THE / 2G °34'1801
IN JOINT ? SHELF STUB. B" VC.R. TO BE 05Y7MM.CD -
,W /TH /�V OPEN /NG F7ivp A PV. C. LINER a
3" P. V, C , L I NE4 STEEL P /PE SLEEIiE INSERTED T' P ! "
/ k T YP j TO C'01VTA 1N FLOWS. PLUG B " 3 3 2 _ STA. 273 t 25.00
/ !!C P ON EF�ST S /OE OF SHELF
OPEN /NG W /TN CL 9SS A
"L CONC WHEN SLEEVE /S G.P
I REMOl�EO. 1 \ I
o; I
I "WELD STR /P /T YP —
/ „WELD �° -- —' - -I— -- --
-- WIDE P. V.C. LINER STR /P (TYP.
WRAPPED AROUND VCP 9%
SEE NOTE / 1,j AND SECURED WITH RING �Z GROUT
_ --
- - - - - - - - - - - - bV JO /NT B¢ PRECAST Mf,! SECTIONS
j 1 1� STEEL BAND RING RCP
i /2” V. c'= STUB Iii 4" W/TH TAfCEUP BOLT L
i WITH STOPPER it 4 "� PVC. LINER IIVST;L[SO NOTE
INV. ELEV. _ iN P /PE BY, P/PE BEI�EL TO BE MADE MODIFIED MANHOLE BASE - STA. 2734 25.00
F,46RICATOR AT Ff1CTOR>' WHERE
LEV. OF 66 "R.CP, +4.85' DETAIL 6 LEV.OF63 "FC.P +4,45 PV.C. LINER INSTALLATION
LONGITUDINAL I/2 - - INSTALLED /N DETAIL 4 COUNTY SANITATION DISTRICT NO.7
PE FABRICATOR N T S — of
PVC. LINER INSTALLATION
CIRCUMFERENTIAL
DETAIL I
N.T.S.
u
ORANGE COUNTY , CALIFORNIA
P /PE SH9LL SE LA /O 6f' 11TH
ENO SQUARE /A/TO Mh
BASE, UNLESS OTHERIY /SE
410720. CONSTRUCT f /LLET
SHELF ov5R P /PE TO Of7FUN
O
3
n4 0
CENTER SI-119F7 01:1FA VG
OVER P /RE D0jW1VXR 4
J /OE OR 95 /ND /CA7E0
ON PL,9NS— - 4
L a LD
x ,ro
p STUB, /TYP" )
FL LORI -
II
OP
o. o
o.
I R= ZXO
Z ' ✓O/rV7" 1197 BOTH/
/NLET.f 9410 OL/TLE7.5'
• I tITYP l!C.P ONLY)
PLAN
(T6YP /1 Z A, C, PliifOT. `a EX /ST f�'C, Pl�i1JT
EX /ST ,B.
�e
NOTES= CLASS 6CONC. COLLAR,
/• C'OrVC COLL9,4S' TO BE ON ALL hlh S Cj9CLiL 9R 0,9 SQUARE /N
/N PA%EE l AREAS. SHAPE AROUND ylh
Z. .L1h'S T0,9E R9 /SED TO GRRME N..0 CODER FRAI�JE
CONC" COLLARS POURED AFTER YCIIV19L
SURFACE COARSE /S PLACED.
TYPICAL CONCRETE COLLAR
FOR 48 "/,D" Mh:
SEE DET9 /L I FOR 60'LW ANO 7,? Z,0 MH, SEE DETA /L
TOP OF 10,19MEMEN7,
CONE
0,9 EX /ST" Gfi'9DE
TH/C.YNEJS
GRDL/T F /LLET /rV
14E 14611YIT
UNPr9DED ARE,9S
`O
A
B
C
O
24"
MAX, OF fi
COLL,9R IONS
60"
�Z GROUT YIORTAR
7"
36"
.SECT
o
SEE CO/VC,
Q
COL L9.9 I ETA /L .
° PRECAST /wIlly
" 4B"
7Z; 60 OR
-0 S7R9/Gf,'T J /DE
%1 "GROIN BET�i'EEN
Q ECCENTR /C CONE ° °
BEVEL ✓o�wrs
F> -"
o.
o.
— f1iATER T/Gf/T ✓O/NTS,
W
a
BOARDS; MIN
HE/G, -/T 9T
a
SEE ✓O /NT OETA /LS
\�
V
a
0
0
-- %Z " 511701_17,6KFI— =N ✓0/4179
Q
T'/E CROGf�N /V
F /LL F /LEFTS
o
01c OF S77-19 TO 411,11;=5'
n
(SEE NOTE ONPLf�N 9BOliE�
CROWAI OF TRUNK L /NE
/'SLOPE
°
Q
BASE POURED /N PLACE
ELEVATION
/NS /OE
!?%ALL
` l'` lcr
CONE
O/fi'METER
TH/C.YNEJS
OPEN 11414
14E 14611YIT
/AMETEK
JIle
A
B
C
O
24"
Z'- B"
60"
7Z"
7"
36"
4' - O,"
N�
D W
s c S
CONE DETAIL
N
o�
0
6"
I\
/11 ! U1/ L
LETTER,
%4" � /•/OLE �i
9 REQ�
PLAN
26
SECTION
STANDARD MANHOLE
FRAME AND COVER
1W 0.%W; E. 6 WOW /7Z FOUNDRY MODEL NO. -1- /Z70,
iYIOD /F /ED AS ABODE, 01q APP.QOIFED EQUF�L,
.,WIAI. FRAME Wl = ZZO LBS., /W//V CODER kV 7'--
/B5 LBS.
. v
48 to I.D. MH 60" I.D. MH.
SHAFT JOINT DETAILS
DETAIL I
N. T S.
FIN /SH TO BE FLUSH
Z�� 1111 Z/6
lf11TH SOCKET OA
AV
END OF BELL
HdB ° BRICK 4�qLL
_y ., v
72" I.D. MH.
LETTERS 311,
%4° /Ozs0
9 REQ'D
PLAN
41,
LETTERS ;
Cl
' "" °D R /NG L /FT
� 2.9EpLZ
J
I. . ..
r ,yOLE
%Z'XPLONG
JT,9 /NLESS STEEL
SECTION B SECTION C
STANDARD MANHOLE BOLTED MANHOLE
FRAME AND COVER FRAME AND COVER
.96 SIZE - E B A10R 11'Z FOUNOf7Y MODEL NO. M-.9644, 36 SIZE- 2',S MOR 17Z FOUNDRY 410.02E NO, , f-AF44,
iL10D /F /ED 9J ABOVE, MOD /F /ED 19.5 ABOvE, OR APPROI1EO EQUfiL.
M /N. FRAME GYT" - 400 LBS., MIN CODER M /N. FRAME IYT. - 400 LB.S', /0/,/ 404ER
1411 = 975 LBS, /s'T= .37S LBS.
DETAIL 2 DETAIL 3
N. T. S. — N. T. S.
BRICK PLUG
DETAIL 4
N. T. S.
P /PE
STANDARD MANHOLE NOTES
STATIONS OF 1W)9A11-1OLES Sf/OWiV ON PLANS APPLY AT CENTEALAVE
OF MANHOLE UNLESS 407 ' ROUSE NOTED, ELE!/9T/ONS ARE S/�OWN
AT 44AN,410LE CENTER AND REFER TO THE PROLONGED INVERT
GRADE L /NE UNLESS OT.S'ERkY11SE NOTED.
Z. SIZES FOR D, O/ , ANDOZ ?q RE .5'11704141 ON PLRN fgNO ?f70F /LE
SHEETS.
3 NO 40NS7-RUC7 /0/ V ✓O /NTS ARE TO BE M,9DE /NBA9E,
.4 CONCRETE 5147 1_L SE CLASS A, ANO fTAPAF A *f11V/MEW'
COMPRESS /!iE STRENGTH OF 9,000,os/ AT 711,'2 END OF
2B agrs_
S" PRECAST MANHOLE COMPONENTS SHALL BE til9NUF9CrUREO
fit' /TN SUFF /C /ENT STEEL �iOOP REINFORCEMENT TO 10REI1E1VT
FRACTURES OUR 11414 CURING A1VO HANOL /NG. STEEL S117ALL
,A714PI1AF A MIN /MUM COYER OF 2 %Z
EDGE OF
Sh9FT NOT SH041N
C/T9NNEL
JIle
7?
" 4B"
7Z; 60 OR
°
W
a
BOARDS; MIN
HE/G, -/T 9T
- --
J%iELF LEVEL
Q
Q
%Q "Ch9MFER
fiOR /Z, INERT. F /BERGL95S
COUNTY SANITATION DISTRICT NO. 7
/411 EL, SEE
OTE
MITERED ,O /NT
�TYRJ _
GU /DE FRAME (UTILITY PLANT /CS
o F
-- --
tgsREQU /RED, °ti
/NC,, Z155 S" /,97l-IPWAY , 59NrA
ORANGE COUNTY, CALIFORNIA
_
CUT FIBERGLASS
�'NA, CA•, PH, 540 - 4///, OR APPV D
_ _ -
RES/A/
F /LLET ro 1097c4l
EQUAL), TR /M GL! /DE A5 REQU /RED
SUNFLOWER -RED HILL INTE,RCEPTC
, � � , a
°. a. a
BOTTOM OF CHANNEL
TO BE FLUSH W/TH CHANNEL WALL,
, °
, Q'
STANDARD
MANHOLES
DETAIL
SECTION D
BULKHEAD
SLOT DETAIL
5
vc.e
--
REACHES 3,4 & 5 7 -6
_
N. T S.
— `
�'j'
;
{(
°`• "" wM.e.
BOYI.E 'ENGINEERING
g "`
I
I
N�I
CUT AA10 17LL1G ENDS
/N�!ELEf' ( ! by /TH BR/C/f FIND Molgl -P4
J_ 34 \
30-
-
I �
ISs00005Z0 �
"Al BASE
OETA /L
/O
I,I
I , f__
s: o
\6,9�9Z
i
yll� b Nq bl�
lk Q
N
-i-
izsraBS
,90711 WIPVf,
!� 11
i..
.4,- 67
CH /P OAF RCP. AS /l
SHOWN (TYP. FOR BOTH)
MODIFIED MANHOLE BASE
DETAIL I
1/2" = I' U" _
FIPPROX.
ELEV, _ --
LIEN7 S -- O.00D,SZO
r-- - - - --- - - - - -- ---- - - - - -- - - - -- - - - - -- ----- - - - - --
it it h lj 1j
it II �i II II
1 II � II II
I h•
Q II II
II �) II II
� I ELEV Z /.30 � ELEV, ZO.B� y
1 - - - - -- -- _.� - - -� -- __ -- - L - - -
N1f7X. TOP OF CAS /Nog EYE /B. AO- - �r
S/ FL U514 BELL R. C. P. /650 D S= OOOO
OO o - --
0
ho
% I, h �h
4j , ✓ACK 41 L.F. OF 749 "L7 /A x %Z TN /GK STEEL C95 /NG
o h vW
gh
lll
hI'?o z- 8' ✓O /Nrf 9FVAELEOS °E9 PROFILE_
MH. Sf/AFT - -SEE
STD M/,! pETA /LS,
SHT. // CTYR FOR
1610TH)
'�6 O (cz 6'YAOD /T /ON•9LL
7B
0
NOTE:
SEE STo M/1 DETA /LS FOR
AE/NFORC/NG STEEL AND '
L /NER PL�97E DE7A /LS B'
EXTEND STr9NDARD
RE /NFORC/NG STEEL /NTO
AoL) 1r 1o1v4L BASE, Z 3" t 2 3"
(TYP. FOR BOTH). -I
/Z'STUBS _
PLR /N END =� —� _ - -- BOTiS'IyAYS
!i�_ __ _. _
J ' PvC L /NER
j I (Z 70 °)
I � �
I �I
• IS
MODIFIED MANHOLE BASE
DETAIL 2
1/2" = 1' - o' —
A
X00 $
hW� Q'h
f1-1& v_
00
GETA /�.3
n�o �IaO a^D
000 nh0 �i �oD
�lao IIh huh
_ . 4 - B ' ✓O /NTS BEVELED S °)q,
GROUT CONNECT /ON IXIOLES SP,9CE0
6' ON CENTER /N EA. ROW ANO
STAGGERED 4 ' SO AS TO OCC!✓.4
�C
ON AL T6RrV�9TE S /�E5 OF CROW
GROUT COUPL //vG SEE /L
_OETA
S /'FLUSH BELL R.CP. -
LEAN GROUT _ o °
1
y- a 3
30°
%z '" STEEL CAS /NG
SET R)1910 HEADER
70 SERIiE 95
GU /DE FOR PGoE
°
„,
1/ OD•
*f
rEM,=LA7E
63
j�!!N._Q1A•
SCREEO�
fig” _ --
i�soo
6p °�
CONSTRL/CT /ON ✓O /NT-=
P
�GROUT CONNECT /ON HOLES SPACED
20 ' ON CENTER //V EA, ROW AND
CONC C1q,':7DLE FORMED
STAGGERED /O' SO AS TO OCCL/R
TO 3E7- S' /" P C. ? Ar
ON AL TERN/ ;rF S /DES. GROUT
DES /GN JEGYE4 G'QADE
Z - 6"
Ca1C/PL /NG SEE DETA /L 4
AND SH.9RE0 710 CDNF04M
--
TO O D. O /MESS /ONJ __
_
CASING
TYPICAL SECTION
N.T. S.
0
I '
I '
I
I 63 �RC.P � FLOI�Y
5'= 0000520 I
I
% O to M/T! BASE
I'i h'ti L7ETF7 /L 2
0'0
n —
Q
30
ZO
/0
Q
S/PACENbV/TN R
o DRY Pf7CK
_ MORTAR
ij
P /PE TO BE FLL/SH�
`V /TH /NS /DE N�F7LL
OF MN_ -
AIR VENT TO MANHOLE CONNECTION
DETAIL 3
NTS. _
Z' STANDARD STEEL
/O/PE H9LF COL/PL/A49 STEEL CFIS /NG
Z "CAST 11WN PLL/G, -316
GROUT COUPLING
DETAIL 4
N.TS.
RED HILL INTERCEPTOR
51- INCH SIPHON UNDER
LANE CHANNEL
I 1
Kt AL - -
°E
W.M.B. BOYLE ENGINEERING fH \E, N °.
- - - - -- - - - - -- - - - -- - -- -- - - - DRAWN (),j SO. LYON STREET SANTA ANA. CALIF, 113
J.F.
DATE AUG. X71
' REV. DATE DESCRIPTION APP CHECKED C, H, FE B- C07- 101 -52 FD - 1675 OF 16 SHEETS
l
9'- 9ll
Now
�I
HI
I
O O
A \ III
O
b'
I,
O
i2"ICCR JrvB
H SEE DETA /L I
Q
Am
Y- -�
NOlE off.'',
ALL �'G RE /NF, BA,4S '�
TO f✓AI�E M/Nr 24" SPL /CE
LENC+Tf/ `v
Q
hl
PLAN
1/2 "= 1' -0
///2 "0 CONC INSeR7- TYPE L / -6 w /L /Fr /N6 EYE BOLT;
RROIl /DE 1.14G'J'7-UOS - 6 3'Erf REa'O. r RArl"4OND .SCREW
ANCAVR COr OR 4PRROliED EQUAL ). INSTALL LAG1'TUOS
AFTER TOR SLAB /5 /N ALACE. CODER ENT /RE LA6J7UO
W /r/,' ?" M /N, r,4' /C/INES.9 OF C WTAR OR 4SRH4,4 T.
AGI{iER B L/FT //VG EYE BOL rr TO D /ST�4 /CT.
BOTTOM
# 7 AGD /T /OVAL -
i
h,
W
to I
• li O'. l 11
T ✓PJ�
MW
TOP SLAB
1/2'1 .= 11- 0 I
e
I
- 27" Y.0 -f?
NK7 'o
CONv: COLLAR -SEE MANHOLE FRAME
DET /L, SHEET /Z ANO CODER � DETA /L 2
12
FOR f7E /NF, STEEL
IN L /C, SEE TOP SLAB
ti
x /2" 1941;//v VINYL FOR ARIVF
,
/011457 1C BEAR /wG PLATE STEEL /N I�iQULT,
/GOVT /NUOUJI FACTORY PAEF,4BR/C4T60 TEE PLAN
REMOVE 7:f ANO BOND TERM /NA? /ON JrR /F�
L /NER AL,4TE r0 TOR
OF WA14 w 1 ARRROACC 11 " rYRr
140/+'1651 vE AFTER CDNC, -
n
u
I
I
EXTEND RE/NA BARS' i'17YPr)
u
q
,
I
�y
#B x 7 -'O "AOO /T /OVAL
6 "DUMBBELL
9rR /P
9TA. 239004.36 BC
___ 1
_ __ x B x 7' -0" ADD /r/ONAL
°f
t �
L /NER AROUND
45'ODOD"
� _
27" KCr,=
--
I 4l�
T AoUC 14/7
I
j CORNERS /
NOlE off.'',
ALL �'G RE /NF, BA,4S '�
TO f✓AI�E M/Nr 24" SPL /CE
LENC+Tf/ `v
Q
hl
PLAN
1/2 "= 1' -0
///2 "0 CONC INSeR7- TYPE L / -6 w /L /Fr /N6 EYE BOLT;
RROIl /DE 1.14G'J'7-UOS - 6 3'Erf REa'O. r RArl"4OND .SCREW
ANCAVR COr OR 4PRROliED EQUAL ). INSTALL LAG1'TUOS
AFTER TOR SLAB /5 /N ALACE. CODER ENT /RE LA6J7UO
W /r/,' ?" M /N, r,4' /C/INES.9 OF C WTAR OR 4SRH4,4 T.
AGI{iER B L/FT //VG EYE BOL rr TO D /ST�4 /CT.
BOTTOM
# 7 AGD /T /OVAL -
i
h,
W
to I
• li O'. l 11
T ✓PJ�
MW
TOP SLAB
1/2'1 .= 11- 0 I
e
I
- 27" Y.0 -f?
NK7 'o
CONv: COLLAR -SEE MANHOLE FRAME
DET /L, SHEET /Z ANO CODER � DETA /L 2
12
FOR f7E /NF, STEEL
IN L /C, SEE TOP SLAB
ti
x /2" 1941;//v VINYL FOR ARIVF
,
/011457 1C BEAR /wG PLATE STEEL /N I�iQULT,
/GOVT /NUOUJI FACTORY PAEF,4BR/C4T60 TEE PLAN
REMOVE 7:f ANO BOND TERM /NA? /ON JrR /F�
L /NER AL,4TE r0 TOR
OF WA14 w 1 ARRROACC 11 " rYRr
140/+'1651 vE AFTER CDNC, -
r
SECTION fA
1/2 "= 1'- 0" —
8,_ O,l 1Z1,
R. IC. L /NER
7YR T
0MONAL ,40
7
/ ,r a TROUGH __ _ � - VAULT DYALL
6LORE P151. l �� 6" DUMBBELL TYPE
7 e 9 I - R C TEA STOP
1C. rYA
/TY . O )
27" KCR.
6 _ I SEE DETA /L 2
90rTOM /Nl! ELEv = -
�' r - - - - -- /NK ELEK; .
�-
I i
12" KC.P STUB _ 270°
i-
_ - --
N
co e,12 r. H,40UC,','
• Cvf7NERJ
I -
NOTE (we 6 -W6 Is 12
2 PIECE L /D. - �4E /NF.
BARS SIMILAR /N V
SECTION B
1/2"= I' -0" —
I
I
4 .-
I
I
I
EXTEND RE/NA BARS' i'17YPr)
I
-
/" �YELD JrR /P
I
�y
#B x 7 -'O "AOO /T /OVAL
6 "DUMBBELL
9rR /P
I TYPE f?v,C
W,47 -#R STOP
___ 1
_ __ x B x 7' -0" ADD /r/ONAL
°f
t �
L /NER AROUND
� _
27" KCr,=
--
I 4l�
T AoUC 14/7
I
j CORNERS /
CLA, vi
p
*6 0/2 -- -
L6
ryo -A
L /NER AROVAZO
O'
O
I
O
I
I /NV iL
p
I/
I
III 21.36
20.90 -
Ir
r
SECTION fA
1/2 "= 1'- 0" —
8,_ O,l 1Z1,
R. IC. L /NER
7YR T
0MONAL ,40
7
/ ,r a TROUGH __ _ � - VAULT DYALL
6LORE P151. l �� 6" DUMBBELL TYPE
7 e 9 I - R C TEA STOP
1C. rYA
/TY . O )
27" KCR.
6 _ I SEE DETA /L 2
90rTOM /Nl! ELEv = -
�' r - - - - -- /NK ELEK; .
�-
I i
12" KC.P STUB _ 270°
i-
_ - --
N
co e,12 r. H,40UC,','
• Cvf7NERJ
I -
NOTE (we 6 -W6 Is 12
2 PIECE L /D. - �4E /NF.
BARS SIMILAR /N V
SECTION B
1/2"= I' -0" —
12" W /DE P,1C. DIAGONAL RE /NF.
L /NER PLATE BARS AROUNO
NOT ATTACHED - \ 010,FN/N6
11 3,l
07@ 9 P.I�C. L /NER
SECTION C
4 1
UIIIIIIIIIIIIII.
/ - -� 4.141A E BASE
P. KC. L /NER _
STEEL BAND
-
/" �YELD JrR /P
y� _
' ( r /CNTEN W /TN
°
TAKE-UP BOLT OR
°f
BAND /NC, MACy /rf/E�
L /NER AROUND
M&O STR /P
27" KCr,=
--
L /NER AROVAZO
Q" /NV ELEY-
/N ✓r ELE!%s
I/
1
III 21.36
20.90 -
Ir
/2 "W R STUB I I
III I
STEEL BAND �r /CNrEN
OR B.4N0 NC allo MACD/NE�
a� '
c
PKC.
�__ MANHOLE B.SLi'E
DETAIL
I
DETAIL
2
("= 1' -0"
I"= 1' -0"
—
12" W /DE P,1C. DIAGONAL RE /NF.
L /NER PLATE BARS AROUNO
NOT ATTACHED - \ 010,FN/N6
11 3,l
07@ 9 P.I�C. L /NER
SECTION C
4 1
UIIIIIIIIIIIIII.
s =o"
3,�.. 19„
Nil
A`6C� /2
0
/NV EL,,fV--
23.03
A
�I
/NV ELEV. =
25. 00
NI
6 Cal -9 (SPL /CE
-- LEA1497-1-1)=0�- O"
BY OTNEf?5'
� A
/Nl! ELEV
23.95
\ �
McGAW STREET JUNCTION STRUCTURE
PLAN
1/211= II -011
1%Z" CONC. INSERT TYPE
L/ -6
iY/ L /FT /NG EYE BOL T; PRO
WOE
LA6571_0 — 4 SETS REQ.D,
J�d
(RICHMOND SCREW ANCHOR
CO. OR 07PPROWAO EQVHL J
INSTALL L AGSTUOS
AFTER TOP SLAB /S /N
r
—
SHELF ;'. e 7
f LRCE. COVER ENT /RE
LAGSTUO 11i /Z "M /N•
7WICKNESS OF CORL
h
7C� /Z BOT.
CL RI
eM
TAR OR RS RAVRL T
DEL /VER 4 L /FT /NG
00 —_
EYE BOL TS TO D /STRICT
—
swELF;�
� Y
/NV ELEV. =
25. 00
NI
6 Cal -9 (SPL /CE
-- LEA1497-1-1)=0�- O"
BY OTNEf?5'
� A
/Nl! ELEV
23.95
\ �
McGAW STREET JUNCTION STRUCTURE
PLAN
1/211= II -011
1%Z" CONC. INSERT TYPE
L/ -6
iY/ L /FT /NG EYE BOL T; PRO
WOE
LA6571_0 — 4 SETS REQ.D,
(RICHMOND SCREW ANCHOR
CO. OR 07PPROWAO EQVHL J
INSTALL L AGSTUOS
AFTER TOP SLAB /S /N
r
—
�g " CLR )
f LRCE. COVER ENT /RE
LAGSTUO 11i /Z "M /N•
7WICKNESS OF CORL
7C� /Z BOT.
CL RI
TAR OR RS RAVRL T
DEL /VER 4 L /FT /NG
EYE BOL TS TO D /STRICT
NNN
OPEN/
lk
7 BOT
�0 !
T
N
#7C-)6 TOP 49 CLR)
Bor. �s "cLR.I
ry� d7
TOP
SLAB
1/2" =
1 - 011
Alff,! Ff7.9ME
AND (OVER
Z E 7,9WL 2
r - GONG COLLAR FOR RE /NF. STEEL //V
SEE STD MR, L /D, SEE "7 LAB
3/S x 49 ' PLA /N vlNYL
% PL FIST /C BEAR /N45
PLRTE rCONT/NVOL/SJ.
STR /P
REMOVE TS AND BONG
L l'VER PL F9TE TO TOP
FACTORY OF DYALL WlroV Af'PROIiEO
P�4EFABR /C,9TED ADHES /W AFTER CONC.
7ERM1A69r/01V HAS GORED.
STR /P
9 FOR RE /NF STEEL /N
b
STR /P/270 °J
C IV /TN TEEL FOND
SE L/RE S B
6 DUMBBELL TYPE —
gROL/iV0 VC.P T/GNTEN W/TH
PVC W,47FR STOP N� / (VELD STR /P, T•9/fE UP BOLT OR Bf,�NO /NG
- 1W?9cH/NE (rYf?)
h , '�8 X6=6 ALUO /T /ONRL U • • '�B x 6 =6'" ADD /T /OVAL
—�i FOR R C. P. =
6 CLR. TYPE i 4 I �'' - -- P, KC. L /AVER OR 77,;14
,� il/ KAR TO O°POS/rE
v
I /.VV ELEI!- /NV ELEV-
VIA $P /Z BOTH fYr�7YS --
�°',1 ALL BASE BARS COiI/T.
<, THROUGH CORNERS
X11 SPLICE LE/V6711- Z =0"
' a ,'f cp 9
SECTION A
1/211 = 1' - 011
7'- O„
- 7.
/ k'ELD STR /P �TYPI J
SLOPE SHELF / "(TYP, J- � � 'pry
\ y�
1�
#5 @/Z
E
/z7o°
\ ND P. VC. LINER
u- NorE
RL L BASE BARS CONT.
THROUGH CORNERS
SPLICE LENG71.1 Z = O "
-
\
SECTION C
1/2 '=I - o _
EXIST, /O "/%C.P. w DER
11
II
STEEL BAND TO SECURE — � � '� i i —
P V C. L /HER STRIP _
T/GHrEN K//TH TA/lE -UP � '
BOLT OR S,91VD 11V4F
rk 8
I
/"WELD srwif?- X44 �1
move "' VC,
W Q.
L /HER STR /P� ° q W
o / 0 Q
I—
ELEV=
127'" /NV ELEV: 2/•4B
v
............ / v
REYNOLDS AVENUE JUNCTION STRUCTURE +
PLAN
a ' v
1 /2" =I1 -o"
SECTION B
1/2" = 1 1 - 011 _ ?LL/G {Y /Tf/ CLASS
ACE JNT. // FOR 84 " A CONc. kv*,CN
Nth! SHAFT DETA /L S SLEEVE /S
'./10 STRIP (TYRI REMOVED
EX /ST /O //'"
4. C.11 SEIVEi7 L IIVe? TR /P !
ADD /T/ONHL „
SLOPES/IE[F/ ITYP.I -Z�
�I INK ELEK=
QI� !
E.: /ST. /O" i
KC,P SEffER^'
tV
INK ELEV = c1
48 -�
Q I /NV ELEV \
0 /z0.55
I I ;
T
INv EL'ev- - 4
Z4. BZ t
I
STEEL BAND TO P /PE
SECURE P. 4. C SLEEVE Z Do
LINER STRIP - 6 "CLR. (TYP. )
TIGHTEN W/rH
TAKE LIP BOLT" _ I ,i/ \� #51.9
F, KC LINER ^o) �Y
'° s-cw /2
j 43 x 7 - 6 " f?VC. LINER BARS CONT.
TNROUh"N
ADL7 171ONAL CORNERS
U!
QI
—BOTH AYS —
CLR. fly )
SECTION D
1/211 = 11 - 0"
• • • • • SPLICE Z�-N6"7
9 O"
SECTION E
11/2 = 1' - 011
. . I
1
III�I
h
2
H
dull
- -- _ SLOPE AND EXTENT OF TRENCH WIOTH /N EXCESS OF
SYOR /NC; 43' OETERM /NED TABULATED IN
BY CONTRACTOR, /7YR1. P /PE S7RENG7y TABLE
I,I i
!Illl
CLASS "C"
k4i, O O' CDNCRCTE
H �
o � o
V -- -
�
R.C.P - TYPE Ilt
We TRENCH W /DTN J1111 W
r
p O!/ER &/,07,4/ Lt9N0 /r /DN f /9M UNEXCAI�ATEO 9AN�
S f %2 " M /N. I I II I Wf+E9E 0&'/.f CR,547ER -
I TN.4N MAX. ALLL>rY.4BLE
6" M /N. OYERBELL &" M /N. OYE/7BELL III'6" M /N.
6 "MAX. B„ MAX. B "MAX r- _ B.; MAX,
UPPER L /M /T _ _ PPER L /M /T
OF P /PC ZONE N OF RIP"s ZONE
�I
hl l +- 1
111111 i � �� I TII � � � � - MAX /MUti1 TO BE DETERM /NEB
0' III III //A/ F/ELD B1' TH'E EN �' /NEE9
Ili; ON Tfr BAS /D OF M X /MUM
A3/4 /s,
,NED ROCK P\P N B,4CKF /LL -- 1 �QQ O
P //�E SL/BCRAL7E �" �- 3/4 " MAX. a \ P /PE JUB6RAOE
P /PE FOUNDAT /ON p °a ° CRUJ'� ED ROCKS o8� �, � P /PE , FOUNDAT /ON
- _ - -
,,,,'_ II,Pf all,'I!II =- =lllr. iql�� VIII �IIIII�T''
V.C.P. -TYPE R V C.P - TYPE I�
ME- nnII\Ir` =TA II C`
14
PIPE
L/PPER L /•N/T
TRENCH WIDTH
Of P /PE ZONE
�n
v
`
I \L
��
C
°” ° �
oa
\ �
P /PE SUB�iAAOE
TRANSITION
`I
3/4
1 -
-
� GRA ✓EL III! � I L_
j P /r�E FOUN0.4T /D/V
_-
STORM DRAIN
BEDDING
DETAIL 2
R.C.P -TYPE
I
1400
CLASS "C"
k4i, O O' CDNCRCTE
H �
o � o
V -- -
�
R.C.P - TYPE Ilt
We TRENCH W /DTN J1111 W
r
p O!/ER &/,07,4/ Lt9N0 /r /DN f /9M UNEXCAI�ATEO 9AN�
S f %2 " M /N. I I II I Wf+E9E 0&'/.f CR,547ER -
I TN.4N MAX. ALLL>rY.4BLE
6" M /N. OYERBELL &" M /N. OYE/7BELL III'6" M /N.
6 "MAX. B„ MAX. B "MAX r- _ B.; MAX,
UPPER L /M /T _ _ PPER L /M /T
OF P /PC ZONE N OF RIP"s ZONE
�I
hl l +- 1
111111 i � �� I TII � � � � - MAX /MUti1 TO BE DETERM /NEB
0' III III //A/ F/ELD B1' TH'E EN �' /NEE9
Ili; ON Tfr BAS /D OF M X /MUM
A3/4 /s,
,NED ROCK P\P N B,4CKF /LL -- 1 �QQ O
P //�E SL/BCRAL7E �" �- 3/4 " MAX. a \ P /PE JUB6RAOE
P /PE FOUNDAT /ON p °a ° CRUJ'� ED ROCKS o8� �, � P /PE , FOUNDAT /ON
- _ - -
,,,,'_ II,Pf all,'I!II =- =lllr. iql�� VIII �IIIII�T''
V.C.P. -TYPE R V C.P - TYPE I�
ME- nnII\Ir` =TA II C`
14
N. T. S.
II jI
I
i1 " "iz" /7EMOl/E S6 L, F. EXLST. /B "R.C.R
I I CO,VC, r r CO,VST S6 L.F. AS" R Cf?-
COLLAR t` FOR BEDD /NG SEE OE7l� /L 2
I
�� cX /ST. /NV. /8 "fT, C.P, --
\,
1^ \ ,9LL A.gOL/NO P /PE
V
%ilk 26. /St
W W'I C /RCUL AR T /ES
a
21 63 RC.P.
�I /,VV, ELEV -%
hl h � zo.3Z
_ ` � - .. ,, r, '-...^e.,�;y >5*' -. -.�- vim.•,,..,.,.. �. ,,,.1 �. "::: , ^ ..- „.- , -,...+ ..� , e..; ' .r ,� �. y _ �/
PIPE
L/PPER L /•N/T
TRENCH WIDTH
Of P /PE ZONE
�n
v
`
I \L
FLUSH BELL
P,
TRANSITION
`I
3/4
0. D. + 24"
STORM DRAIN
BEDDING
DETAIL 2
N.T. S.
—
N. T. S.
II jI
I
i1 " "iz" /7EMOl/E S6 L, F. EXLST. /B "R.C.R
I I CO,VC, r r CO,VST S6 L.F. AS" R Cf?-
COLLAR t` FOR BEDD /NG SEE OE7l� /L 2
I
�� cX /ST. /NV. /8 "fT, C.P, --
\,
1^ \ ,9LL A.gOL/NO P /PE
V
%ilk 26. /St
W W'I C /RCUL AR T /ES
a
21 63 RC.P.
�I /,VV, ELEV -%
hl h � zo.3Z
_ ` � - .. ,, r, '-...^e.,�;y >5*' -. -.�- vim.•,,..,.,.. �. ,,,.1 �. "::: , ^ ..- „.- , -,...+ ..� , e..; ' .r ,� �. y _ �/
- � BR/CK PLUG re BE REMOI�ED
F
1 = W*AFAI D/RECTEO BY D/f rR /CT
---- - - - - -- ,r,
e Y
11 j
4.0,E A — - pNCRETE
TYPE. CEMENT
CONCRETE COLLAR
DETAIL �I
1/2° = 1' -0"
R.C. P. PIPE STRENGTH TABLE
PIPE
%
TRENCH WIDTH
v
FLUSH BELL
FLARED BELL
TRANSITION
SIZE
0. D. + 24"
EX /ST/NG JUNCT /ON
1
O.B. + 36°
H40P BARS
STRUCTURE
1400
1600
1500
661, R.C: R d'TUB ___�
1750
ti
05 @ /2
1400
I
1450
1450
51" SIPHON
1850
2.200
�-
2350
2450
51"
1150
1350
r i
1350
1350
F
F-
/ "WELD
J
F -1
4 "FLAP
I Sr�9 /P
��_;
L- -I
r 7T- I
Q
ILaL.,
L _J
r� 7
ELEK. /8.04
`r n ;
- � BR/CK PLUG re BE REMOI�ED
F
1 = W*AFAI D/RECTEO BY D/f rR /CT
---- - - - - -- ,r,
e Y
11 j
4.0,E A — - pNCRETE
TYPE. CEMENT
CONCRETE COLLAR
DETAIL �I
1/2° = 1' -0"
R.C. P. PIPE STRENGTH TABLE
PIPE
MAXIMUM
TRENCH WIDTH
FLUSH BELL
FLARED BELL
TRANSITION
SIZE
0. D. + 24"
O.D. + 36"
O.B. + 24°
O.B. + 36°
WIDTH
66"
1400
1600
1500
1650
1750
63"
1250
1400
1350
1450
1450
51" SIPHON
1850
2.200
2000
2350
2450
51"
1150
1350
1250
1350
1350
RED f11LL �vE.
4'
i — �— It
N
WII k
COrVC. COLLAR
STORM DRAIN
PROFILE A
1'1 = 41 - 01 _
N
e
a
ELL /PT /CAL
CLASS ';9 "CONCRETE
SECTION �A
1/2'= 1 -0` _
/7E/NFORCEMENT--
MA /OR AXES �,
y/
/ II
LONG /TUD //VAL
RE /rVFORCEMENT- - '.
CIRCUMFERENTIAL SECTION
7Z ", ,C.P REINFORCED CONCRETE SEWER PIPE
STORM Of7A /N
�7Z "RCP
S.
746
i
+w 5 C /RCULAR
HOOP BARS.
SPLICE LENGTH l
u
• 1