HomeMy WebLinkAbout2514-5NOTES:
1. REINFORCING STEEL SHALL BE 1-1/2 INCHES CLEAR FROM FACE OF CONCRETE UNLESS OTHER-
WISE SHOWN.
2. REINFORCING STEEL FOR INSIDE FACE OF CATCH BASIN SHALL BE CUT AT CENTER OF OPENING
AND BENT INTO WALLS OF MONOLITHIC CATCH BASIN CONNECTION. REINFORCING STEEL FOR
OUTSIDE FACE OF CATCH BASIN SHALL BE CUT 2' INCHES CLEAR OF OPENING.
3. CONNECTION SHALL BE PLACED MONOLITHIC WITH CATCH BASIN. THE ROUNDED EDGE OF OUTLET
SHALL BE CONSTRUCTED BY PLACING CONCRETE WITH THE SAME CLASS OF CONCRETE AS THE
CATCH BASIN AGAINST A CURVED FORM WITH A RADIUS OF 3 INCHES.
4. CONNECTIONS SHALL BE CONSTRUCTED WHEN:
(A) PIPES INLET OR OUTLET THROUGH CORNER OF CATCH BASIN.
(B) ANGLE A FOR PIPES THROUGH 30 INCHES IN DIAMETER IS LESS THAN 70 DEGREES OR
GREATER THAN 110 DEGREES.
E BARS- 2 ABOVE 9
2 BELOW OPENING
40 �•�`,
B t
C
BARS
081EC
BARS
12" MIN. C BARS t 14,518
BARS
OBE
BARS
12" 4"
to
3" R
IF L •
,
io
n
•
A
15" 4 1/4
45" 7!V
18" 41/p
/ A
21" S"
SI" 8'/2•
24" 5I/4
54" 9"
27" S 1/"
57" 9'/4
10•
MIN.
33" 61/4
63" 10"
36" 6 1/'
66 10'/4
39" 7"
69" 103/"
21•
72" 1 11"
FOR B GREATER THAN 72" SEE PROJECT PLAN
t
12'
-
\
E BARS -2 ABOVE 9
\ /
14'
\\
2 BELOW OPENING
• T
#4(a 12"
#4(a 18"
\�
A 114018•
•4 0 6' OC
14'
C BARSt
44(9 IB" 04 9D 12`
6"
ti
SECTION A -A
#4((( 18"
PLAN
-
CORNER CONNECTION
0 BARS- 2 ABOVE 6
2 BELOW OPENING
A
3' R 12"
1 N. /
v
84@18"
C BARS
X A
i
b
PLAN
SIDE CONNECTION
STRUCTURAL DATA
B t
C
BARS
081EC
BARS
B t
BARS
OBE
BARS
12" 4"
to
3.5'
42- 7'/2
,
io
n
•
SHEET 1 OF 2
15" 4 1/4
45" 7!V
18" 41/p
48" 8"
21" S"
SI" 8'/2•
24" 5I/4
54" 9"
27" S 1/"
57" 9'/4
10•
57•
33" 61/4
63" 10"
36" 6 1/'
66 10'/4
39" 7"
69" 103/"
21•
72" 1 11"
FOR B GREATER THAN 72" SEE PROJECT PLAN
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER.
MAX.
V
t
STANDARD PLAN
PROMULGATED BY THE APWA•AGC
JOINT COOPERATIVE COMMM'EE
MONOLITHIC CATCH BASIN CONNECTION
308-0
,esu
•
3.5'
USE WITH STANDARD SPECMATKNi3 FOR PUBLIC WORKS CONSTRUCTION
6"
SHEET 1 OF 2
NOTES:
1. THE CAST IRON USED SHALL CONFORM WITH ASTM A-48 CLASS 35B.
2. THE FRAME AND COVER SHALL BE COATED WITH ASPHALTUM OR BITUMINOUS PAINT AFTER
TESTING AND INSPECTION.
3. COVERS SHALL BE CAST WITH THE LETTER "D" FOR STORM DRAINS AND "S" FOR SEWERS AND THE
AGENCY'S IDENTIFICATION IN ACCORDANCE WITH INSTRUCTIONS FURNISHED BY THE AGENCY. THE
LETTER "D" OR "S" SHALL BE APPROXIMATELY 21/2 INCHES HIGH WITH 1/2 -INCH LINE WIDTH AND
PLACED IN THE CENTER OF THE COVER. ALL LETTERS SHALL BE FLUSH WITH THE FINISHED
SURFACE OF THE COVER. -
4. FOUNDRY IDENTIFYING MARK, HEAT AND DATE SHALL BE CAST ON THE BOTTOM OF THE COVER
AND ON THE INSIDE OF THE FRAME.
5. IMPORTED COVERS AND FRAMES SHALL HAVE THE COUNTRY OF ORIGIN MARKING IN COMPLIANCE
WITH FEDERAL REGULATIONS.
6. WEIGHT OF FRAME SHALL BE 260 POUNDS. WEIGHT OF COVER SHALL BE 175 POUNDS. ACTUAL
WEIGHTS SHALL BE WITHIN A RANGE OF 95% TO 11 OR,..
7. THE MANHOLE FRAME AND COVER SHALL BE INSPECTED BY THE ENGINEER PRIOR TO SHIPMENT
TO THE JOB SITE. ACCEPTANCE WILL BE INDICATED BY THE AGENCY'S MARK.
B. THE PROOF -LOAD FOR TEST METHOD B OF THE STANDARD SPECIFICATIONS IS 40,700 POUNDS.
9. COVERS FOR MANHOLES LOCATED IN EASEMENTS, ALLEYS. PARKWAYS AND ALL OTHER PLACES
EXCEPT PAVED STREETS SHALL BE PROVIDED WITH SOCKET SET SCREW LOCKING DEVICES. DRILL
AND TAP TWO HOLES TO A DEPTH OF ONE INCH AT 90 DEGREES TO PICK HOLE AND INSTALL 3/4 -INCH
X 7/4 -INCH STAINLESS STEEL SOCKET SET SCREWS WITH '/s -INCH RECESSED HEX HEAD. ALL
THREADS SHALL BE N.0
FACE PLATE ASSEMBLY TOP SLAB REINFORCEMENT
(SEE CATCH BASIN STANDARD PLAN)
a -A- - , Lt-1�
mWl B-
U
J
c�i��I ?"CL. E BARS `
C BARS
11
> M -
IT
0 BARS
MI J F BARS L
2"CL. 3 A BARS t • r'
B BARS
a
I
� I � L G BARN
It F
X.
QL
--T=3-CL.
X 3(MIN.) BOTTOM SLAB
TYPICAL REINFORCEMENT DETAILS
MAX.
W
MAX.
V
t
A& B
tF BARS
C
BARS
D
BARS
E
BARS
F
BARS
G
BARS
3.5'
8'
6"
-
FOR V > 12' SEE PROJECT PLANS
H
H
6
33
3.5'
12,
8"
8" # @
7
10•
57•
IF4 L'4 I8
3' MIN. p
60•
/\-C-
11'
66•
21•
/
LATERAL/
CONNECTOR PIPE
I
12'
-
\
\ /
14'
4'
6"
6" -
#4(a 12"
#4(a 18"
/
•4 0 6' OC
14'
8'
6"
8" - .
#4 (r, 12"
#4((( 18"
-
-
-
14'
12'
8"
10" -
#461 6"
#40 18"
-
-
-
28' 1
4'
6"
6" #4 (u 24"
-
-
-
#401 18"
-
28' 1
5'
6"
8" #4(a 24"
-
-
-
#40 18"
-
28'
6'
6"
8" 1 #40,18"
-
-
-
#40 18"
-
28'
7'
8"
8" 1 #401 17"
-
-
-
#40 18"
-
28'
8'
8"
8" #40 13"
-
-
-
#4(u 18"
-
28'
9'
8"
10" #4(a 15"
-
-
-
#4((t 18"
-
28'
10'
8"
10" #4 (i, 12"
-
-
-
#4(a 18"
-
28'
11'
8"
10" #5C, 15"
-
-
#4l„ 10"
#4(r, 18"
#40 18"
28'
12' 1
8" 1
10"1 #66,18
-
-
#4(r, 9"
#461 18"
#4(„ 18"
FOR W>28'. V>12' OR B; 4' SEE PROJECT PLANS
CURB OPENING CATCH BASIN REINFORCEMENT
V(ft.)
t
(in.)
SIDE AND END
WALL STEEL
G BARS
MAX.
4
6 =
#4 (u 10"
8
8
#4 i<i 6"
12
10
#5 (u 6"
FOR V > 12' SEE PROJECT PLANS
0 BARS G BARS
b -j-
3" CL. 0 BARS
GRATING CATCH BASIN REINFORCEMENT TYPICAL REINFORCEMENT DETAILS
NOTE: UNLESS OTHERWISE SPECIFIED REINFORCEMENT FOR CURB OPENING AND GRATING
CATCH BASINS SHALL TERMINATE 2 INCHES FROM FACE OF CONCRETE.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE APWA-AGC
JOINT COOPERATIVE coMMrrTEE
,992
MANHOLE SHAFT WITH
ECCENTRIC REDUCER
STANDARD PLAN
PROMULGATED BY THE APWA-AGC
JOINT COOPERATIVE' COMMITTEE
CATCH BASIN REINFORCEMENT
309-0
lm
5
21
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
SEE NOTE 10
SHEET 1 OF 1
NOTES
I. UNLESS OTHERWISE INDICATED THIS STRUCTURE SHALL CONFORM TO
ASTM C 478 AND ALL CONCRETE SHALL BE PER SSPWC.
2. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630.
3. ALL JOINTS SHALL BE SEALED BY FILLING THE ANNULAR SPACES
WITH CLASS C MORTAR. THE INSIDE OF THE SHAFT -AT EACH JOINT
SHALL BE WIPED CLEAN OF EXCESS MORTAR.
4. PROTECTIVE PLASTIC LINER (T LOCK) OR ENGINEER -APPROVED COAT-
INGS WHERE REOUIRED BY THE PROJECT DRAWINGS SHALL BE IN
ACCORDANCE WITH SSPWC AND THE MANUFACTURER'S DIRECTIONS.
5. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. THE TOP
STEP SHALL BE PLACED DIRECTLY BENEATH THE MANHOLE FRAME.
UNLESS OTHERWISE SHOWN, STEPS SHALL BE UNIFORMLY SPACED 14'
TO 15" OC.
6. THE ECCENTRIC MANHOLE SHAFT REDUCER AND RINGS MAY BE PLAIN
CONCRETE. FOR PLAIN CONCRETE SECTIONS THE MINIMUM THICKNESS
SHALL BE 6".
7. THE PRECAST CONCRETE MANHOLE STRUCTURES WILL BE INSPECTED
BY THE ENGINEER WHO WILL INDICATE ACCEPTANCE FOR SHIPMENT TO
THE JOB BY MARKING THE STRUCTURES WITH THE AGENCY`S STAMP.
8. THE VERTICAL SIDES OF THE MANHOLE SHAFT AND THE ECCENTRIC
REDUCER SHALL BE LOCATED ABOVE AND IN LINE WITH THE SIDE OF
THE STORM DRAIN CONDUIT.
THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN:
630 24 -INCH MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
I FINISHED GRADE OR
IF SPECIFIED �" MANHOLE FRAME SPECIFIED ELEVATION MANHOLE FRAME
AND COVER PER COLLAR. CLASS C MORTAR AND COVER PER
000OQaa��QOOOO �B,R STD. PLAN 630 I STD. PLAN 630
000000Q0000p�000 ivj STD. CONCRETE RINGS. . ,
3,/� 1- 6' OR 16' IN THICKNESS, �
SEE NOTE 6
OOOOOOOOpa�OOOOOOOOO R 2• oo WHEN POSSIBLE USE ' -T R = 2•
OOO O oa�O O OOO O \ ; 4• M 4-2 1/2' RINGS 4•
OQ�QaDp�QO D�poo II/24 � 8R MAXIMUM NT I 24• 6• •4 WIRE
A OOOQD�QpO aQQ TYP SEE RING SECTION DIA. HOOPS
-- QQa❑Q❑0 \ z , FOR JOINT DETAILS o
a _ 5.
O �QQa 72REQU RED z MSN
5 •2 TIE BARS, 6
4 REQUIRED v ' •
� N FS
15/16' ECCENTRIC PRECAST
❑�% OO OOO �/ I �\T• rn - CONCRETE CONE i
O O - VARIABLE LENGTH PRECAST CONCRETE I ?•
SECTIONS. 6' MIN. THICKNESS FOR
PLA�eQ D \ III b FORIN CONCRETE. 4* MIN. REINFORCED CONCRETE THICKNESS
II 3 I/8' 36' DIA.
_--� MINIMUM
• 36' SPECIAL MH RCP WITH
7 1/20 TYR t 1 U2"/� A CIRCULAR CAGE AND
�' f•-- IOOOD MINIMUM
ANY STANDARD 36'
COVER FOR 24" CLEAR OPENING FRAME BOTTOM PLAN OF COVER �' PIPE END DIA.
rJ 5• CLASS •C PIPESEAT.
VERTICAL SECTION
OF PLAIN CONCRETE
SYMMETRICAL ABOUT ECCENTRIC MANHOLE SHAFT
R•13 9/16"
96/32"" 119/32"TYP.
rt3/le--r�--i - - VERTICAL SECTION
'/2r 3/i" I I/B" 1` 1 OF REINFORCED CONCRETE
112• ECCENTRIC MANHOLE SHAFT
5/32• 2 1/2• RINGS SHALL BE REINFORCED
WITH TWO 1/4' ROUND STEEL HOOPS:
3�y IJ I 3/4' 6' AND 8' RINGS SHALL BE REINFORCED
I• 12' RAD. FILLETS,TYP 3/4" WITH 5 3/4' GAUGEFWIIRE 8.00C TIED WITH N0. 14
SECTION A -A 2 1/8 1 1/2•
15/8' I/4' 11
3/16", 5/32' 3/6" 'n
13A' 7A" 5/32'
lD (V N
�- 27 3/e' CD -
N INSIDE DIAMETER 24'
I
3 AI" 6" v 1 1/4' 1 1/4'
� rnl 2 1/2" I' 1 3/4'
41AS' 114' 1 4NI`J 1/4' 1/4'
DETAIL OF FRAME
SECTION THRU FRAME
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE APWA-AGC
JOINT COOPERATIVE coMMrrTEE
,992
MANHOLE SHAFT WITH
ECCENTRIC REDUCER
STANDARD PLAN
PROMULGATED BY THE APWA-AGC
JOINT COOPERATIVE COMMITTEE
24 -INCH MANHOLE FRAME AND COVER
630-1
,984
5
21
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
SEE NOTE 10
SHEET 1 OF 2
L
CROSS SECTION OF
REINFORCED CONCRETE RING
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE APWA-AGC
JOINT COOPERATIVE coMMrrTEE
,992
MANHOLE SHAFT WITH
ECCENTRIC REDUCER
STANDARD PLO
324-0
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
15
SHEET 1 OF 2
NOTES
I. THIS JUNCTION STRUCTURE SHALL BE USED WHEN THE OUTSIDE DIAMETER
OF THE LATERAL IS GREATER THAN 1/2 THE INSIDE DIAMETER D OF THE
MAIN LINE: OR WHEN THE INSIDE DIAMETER B OF THE LATERAL IS GREATER
THAN 24'. B SHALL NOT EXCEED 3/4 D OR 39".
2. IF THE MAIN LINE IS A REINFORCED MONOLITHIC ARCH STORM DRAIN,
D SHALL REFER TO THE CLEAR SPAN OF THE ARCH. REINFORCING STEEL
SHALL BE CUT AND BENT INTO THE JUNCTION STRUCTURE IN THE SAME
MANNER AS FOR A PIPE. A CONCRETE CRADLE IS Nor REOUIRED FOR A
REINFORCED MONOLITHIC ARCH.
3. STATIONS SHOWN ON THE PROJECT -DRAWINGS FOR LATERALS APPLY AT THE
INTERSECTION OF CENTER LINES OF MAIN LINE AND LATERAL. STATIONS
SHOWN ON THE PROJECT DRAWINGS FOR CATCH BASIN CONNECTOR PIPES
APPLY AT THE INTERSECTION OF THE INSIDE WALL OF THE MAIN LINE WITH
THE CONNECTOR PIPE CENTER LINE.
4. VALUES FOR A. B. C AND D SHALL BE SHOWN ON THE PROJECT DRAWINGS.
ELEVATION R AND ELEVATION S SHALL BE SHOWN ONLY WHEN REQUIRED PER
NOTE 5.
5. a. ELEVATIONS R AND S NEED NOT BE SHOWN ON THE PROJECT DRAWINGS
IF THE INLET PIPE IS TO ENTER THE MAIN LINE RADIALLY.
b. ELEVATION R SHALL BE SHOWN ON THE PROJECT DRAWINGS ONLY IF A
STUB IS TO BE PROVIDED IN THE MAIN LINE FOR FUTURE CONNECTION
OF AN INLET PIPE.
C.
ELEVATION S SHALL BE SHOWN ON THE PROJECT DRAWINGS IF AN INLET
PIPE IS TO ENTER THE MAIN LINE OTHER THAN RADIALLY. INLET PIPE
SHALL BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO THE
CATCH BASIN OR GRADE BREAK IN LINE.
6. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY UNLESS OTHERWISE
INDICATED. THE INLET PIPE MAY ENTER THE MAIN LINE OTHER THAN
RADIALLY IF ANGLE A IS GREATER THAN 450, B IS LESS THAN OR EOUAL TO
24' AND THE OUTSIDE DIAMETER OF THE INLET PIPE IS LESS THAN 1/2 D:
OTHERWISE. STANDARD PLAN 340 SHALL BE USED.
7. NO MORE THAN ONE OPENING SHALL BE MADE IN ANY ONE SECTION OF PIPE.
S. THE OPENING FOR THE BREAKOUT SHALL BE RECTANGULAR AND CUT NORMAL
TO THE PIPE SURFACE WITHOUT DAMAGING THE REINFORCING STEEL. THE
TRANSVERSE REINFORCEMENT OF THE MAIN LINE SHALL BE CUT AT THE
CENTER OF THE OPENING AND BENT INTO THE TOP AND BOTTOM SLABS OF
THE SPUR.
9. THE MAIN LINE SHALL BE REINFORCED WITH A CONCRETE CRADLE AND
ENCASEMENT (AS APPLICABLE). A CONCRETE ENCASEMENT IS REOUIRED IF A
JOINT IN THE MAIN LINE FALLS WITHIN THE LIMITS OF THE CRADLE. THE
CONCRETE ENCASEMENT SHALL EXTEND 12' ABOVE THE TOP OF THE MAIN
LINE AND TO THE LIMITS OF THE CRADLE.
IF CONNECTING TO AN EXISTING STORM DRAIN. PORTION OF CRADLE
OPPOSITE INLET MAY BE OMITTED.
10. REINFORCING STEEL SHALL CONFORM TO ASTM A 615. GRADE 40. AND BE
PLACED 11/2' CLEAR FROM CONCRETE SURFACES. UNLESS OTHERWISE
SHOWN F BARS SHALL BE CARRIED TO A POINT NOT LESS THAN J
DISTANCE FROM CENTER LINE WITH J=7D/12 + 6'.
II. FLOOR OF THE SPUR SHALL BE STEEL -TROWELED TO THE SPRING LINE OF
THE SPUR.
'.(Z. MAIN LINE RCP OR
REINFORCED MONOLITHIC
B
(INCHES)
ARCH. SEE NOTE 2
12
cq
15
5
J
5
21
5
SEE NOTE 10
5 I/2
27
H
H
6
33
D
36
R^
39
7
10•
57•
18'
3' MIN. p
60•
/\-C-
11'
66•
21•
/
LATERAL/
CONNECTOR PIPE
I
12'
-
\
\ /
w � I '
G BARS
J
o�
I
/
•4 0 6' OC
a 5 w
u F _j w Z? I ROUND
JF
h
rw- Z ? 0 EDGE
z
---- --
•3 OR •4 0 18' OC
w W o I TO 3' R
TIE BARS
Y Lu
U N Q W I
I
G
z w cn I
ou
E AND F BARS
m I
•5 0 3. OC,
SEE NOTE 8
I
N
STA. POINT
CONNECTOR PIPE
13* MIN. SEE NOTE 3
I
Zt _
STA. POINT
LATERAL-
SEE
ATERAL-SEE NOTE 3
PLAN
SPUR
•3 OR •4 0 18. OC
TIE BARS
REINFORCING STEEL I G BARS
•4 0 6' OC �-
3' MIN. ��
LINING / ' N I
5 iv
/ROUNDI m
-� I I EDGES ,5 r ELEV. R
I 1 @B3 ROC
�\ ELEV. S l
� T L
F BARS •5 ([`
Q 3. OC
UNDISTURBED CONCRETE CRADLE.
EARTH H 1 H 420-C-2000
NOTES:
J
1. UNLESS OTHERWISE SPECIFIED OR NOTED, STEP MAY BE ANY TYPE SHOWN.
2. STEPS SHALL BE STEEL CONFORMING TO ASTM A307 AND.SHALL BE GALVANIZED AFTER
FABRICATION. IF STAINLESS STEEL STEPS ARE SPECIFIED OR CALLED FOR ON PLANS, THE
MATERIAL SHALL CONFORM TO ASTM A276, 300 SERIES.
3. BOTTOM STEP SHALL BE MAXIMUM OF 2 FEET ABOVE FLOOR OR SHELF.
4. TYPES 1 AND 2 STEPS MAY BE CAST IN PLACE OR PLACED IN THE CENTER OF 11/2" MINIMUM
DIAMETER DRILLED OR FORMED HOLES AND SET WITH HIGH-STRENGTH (6,000 PSI MIN.),
NON -SHRINK GROUT. TYPE 3 STEP SHALL BE CAST IN PLACE.
D+E (TYP.
_ SYMMETRICAL _
ABOUT E (TYP.)
. � d
Mf Y
PL ~
3/41 + (TYP.)
i
i 2 49 PLAN
TYPE 1 A
z I
A♦
SIDE ELEVATION
PLAN
TYPE 2 �?';
_z
i L
o
A
SIDE ELEVATION
PLAN
TYPE 3 A
i
L�
A
SIDE ELEVATION
TABLE OF
VALUES FOR T
B
(INCHES)
T
(INCHES)
12
5
15
5
18
5
21
5
24.
5 I/2
27
5 1/2
30
6
33
6 1/2
36
6 1/2
39
7
SEE NOTE 9 ~I
SECTION Z -Z SECTION M -M
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE AIWA -AGC
JUNCTION STRUCTURE -PIPE TO PIPE
STANDARD PL""
JOINT `�DPE`;"� DaMM"�
(INLET ID � 24" OR OD > '/2 MAIN. LINE ID)
331 1
REV' 1953
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
PLANS PREPARED FOR
LEWIS HOLES OF CALIFORNIA
ATTN : Ms. MIMI RAYL
1156 N. MOUNTAIN AVENUE
P.O. BOX 670
UPLAND, CA 91786
PHONE: (909) 985-0971
W
SECTION A -A
T
INSTALLATION DETAIL
DIMENSIONS UNLESS OTHERWISE NOTED
ON DRAWINGS OR STANDARD PLANS FOR
SPECIFIC STRUCTURES:
D=7"
E=6" OR T-1" WHICHEVER IS LESS,
MINIMUM E=3"
S=12" MAXIMUM, EVENLY SPACED
EXCEPT S=16" MAXIMUM FOR
MANHOLES AND UNDERGROUND VAULTS
W =16" MINIMUM
EXCEPT W =1-4" MINIMUM FOR
MANHOLES AND UNDERGROUND VAULTS
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
L
T
STANDARD PLAN
PROMULGATED BY THE APWA-AGC
4'
18•
JOINT COOPERATIVE COMMITTEE
STEEL STEP
635-1
1984
6'
30'
REV. 1992
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
�� 0c) ��"
111 .
-00 CONCRETE
SEE�NOTE 9_^
6' MIN.
CUT
NO. 2 CUT NO. I
LINE q
CUT
90° NO. 2
___ _ LINE
6' MIN. CUT NC
3.14 (DO
DETAIL "A" (SEE NOTE 10)
SONO -TUBE. OR EQUAL. INTERIOR FORM
CUT NO. 1: SAW THE TUBE AT AN ANGLE OF A/2 WITH THE -TRANS-
VERSE PLANE. REVERSE ONE SECTION AND TAPE BOTH SECTIONS
TOGETHER FORMING THE DEFLECTION ANGLE A.
CUT NO. 2: SAW THE TUBE LONGITUDINALLY REMOVING A STRIP
3.14 (DO -D )INCHES WIDE ON THE SIDE OPPOSITE THE OPEN
JOINT. BEND THE ENDS OF THE CUT TOGETHER AND INSERT
THE TUBE IN THE PIPE.
D
L
T
12'
12'
4'
18•
12'
5'
24'
12'
6'
30'
18'
7' l'
36'
, ' 18'
9-
42'
18'
9'
48'
18•
10•
57•
18'
10'
60•
21•
11'
66•
21•
11'
72'
24'
12'
.•o
/Z INTERIOR SURFACE
OF PIPE
DETAIL "B"
TYPICAL JOINT FOR
REINFORCED CONCRETE PIPE
ON HORIZONTAL
CURVE
NOTES
I. A CONCRETE COLLAR IS REQUIRED WHERE THE CHANGE IN GRADE'
EXCEEDS 0.10 OF A FOOT PER FOOT.
2. FOR CURVE JOINTS (SEE DETAIL B. SHEET 1)
IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE
THAT IS GREATER THAN 1', BUT IS LESS THAN 3', A
CONCRETE COVER IS REQUIRED IN ACCORDANCE WITH
SUBSECTION 306-1.2.4 OF THE SSPWC.
IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE
THAT,_IS'EQUAL TO OR GREATER THAN 3', BUT LESS THAN
6', A CONCRETE COLLAR IS REQUIRED. IF THE CLEAR SPACE
IS 6 INCHES OR GREATER, A TRANSITION STRUCTURE
IS REQUIRED.
3. CONCRETE COLLAR SHALL NOT BE USED FOR A SIZE CHANGE ON
THE MAIN LINE.
4. CONNECTOR PIPES
A. WHERE PIPES OF DIFFERENT DIAMETERS ARE JOINED WITH A
CONCRETE COLLAR, L AND T SHALL BI_ THOSE OF THE LARGER
PIPE. D=D1 OR D2, WHICHEVER IS GREATER.
B. WHEN D IS EQUAL TO OR LESS THAN D2, JOIN INVERTS AND
WHEN DI IS GREATER THAN D2, JOIN SOFFITS.
5. FOR PIPE LARGER THAN 72' SPECIAL COLLAR DETAILS ARE
REQUIRED.
.6. FOR PIPE SIZE NOT LISTED USE NEXT SIZE LARGER.
7. REINFORCEMENT SHALL CONFORM TO ASTM A 615. GRADE 40,
8. WHERE REINFORCING IS REQUIRED THE DIAMETER OF THE CIRCULAR
TIES SHALL BE D+(2X WALL THICKNESS) + T.
9. REINFORCING SHALL BE USED WHERE THE PIPE DIAMETER IS
GREATER THAN 21: AND ON ALL PIPES WHERE THE SPACES
BETWEEN THE EXTREME ,ENDS IS 3' OR LARGER.
CIRCULAR TIES:
PIPE NO. OF
DIAMETER CIRCULAR TIES
21' OR LESS
3
24' TO 30'
3
33' T057-
4
60' TO 72'
S
WHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS 3, THE NUMBER
OF CIRCULAR TIES SHALL BE INCREASED TO MAINTAIN AN
APPROXIMATE SPACING OF 6' OC.
10. WHERE THE PIPE IS 21' OR LESS IN DIAMETER AN INTERIOR FORM
OF UNSEALED SONO -TUBE OR EQUAL SHALL BE USED TO PROVIDE
A SMOOTH INTERIOR JOINT. THE PAPER FORM MAY BE LEFT IN
PLACE (SEE DETAIL A). WHEN THE PIPE IS 24' OR LARGER A
REMOVABLE INTERIOR FORM SHALL BE USED OR THE INTERIOR
JOINT SHALL BE COMPLETELY FILLED WITH MORTAR AND NEATLY
POINTED.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE APWA-AGC
JOINT COOPERATIVE COMMITTEE
1992
CONCRETE COLLAR FOR RCP
12 INCHES THROUGH 72 INCHES
STANDARD PUN
380-1
REV. 1997
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
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48 GMP
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SECTION "A -A"
SCALE 1 3'
CURB � GUTTEK
DETAIL " II 0
A
SCALE 1 5'
RESPONSIBLE FOR ANY � /
HAVE BEEN INCORPOF�°►TED INTO THE DUMENTS Iii ,
01
A RESULT THEREOF. * -fid "
I
.� BENCH MARK: � 361 BASIS OF BEARINGS:
SPIKE IN NORTH FACE OF CITY O F F O N T A N A, CALIF 0 RiN I A
THE C.L. OF CHERRY AVE. BEING
PP #1536697E. @ S.W. N 000 08' 09" E PER P.M. 1959,
COR. OF BASELINE AVE.
6 SULTANA AVE. P.M.B. 28/18 WAS USED AS THE
BASIS OF BEARINGS FOR THIS PLAN
ELEVATION: 1365.01 DRAWN BY: SCALE:
PREPARED IN THE OFFICE OF CONSTRUCTION
MADOLE AND ASSOCIATES INC. QaoFESSI
Q�p �ZLTON l�, DESIGNED: AS SHOWN
OF THE INLAND EMPIRE y��y�y DETAILS
10601 CHURCH STREET STE . 107 W �+ CHECKED: _ DATE:
RANCHO CUCAMONGA, CA 91730 cr No . 14814 �► TRACT N 0 . 15 7 0 9 1
PHONE (909) 948-1311 Exp: 3-31-01 a
JOB NO.- DWG. NO. SHEET NO.
Q AU��D CoAuc. cvG!„/e bET�►/G > pFT/�lL 5-/ G. �. sf�l C.IVI\- �ti! l.•.i i
1 � �' � E Uf CAI.IE�Q126-1 150 APPROVED ���
ENGR S DATE _ CITY DATE Z 5 � 4 5 OF 6
REVISIONS APPROVAL APPROVAL J . MADDEN R . C . E .14814 DATE %1 CITY ENGINEER R . C . E . 25126
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