HomeMy WebLinkAbout3021-1115M 0 300 mm (+4 QI 12' 330-C-23 (560-C-3250) CONCRETE
L/2 (TYP.) 25 mm (I') (TYP.)
It
I
( 1
N J /
NEW OR
EXIST. PIPE I 9a
FLOW
�`
�
I P�pFlow F
<A
46
15M 0 300 mm
(+4 0 12')
3-15M (+4) CIRCULAR TIES,
SEE NOTE 9
150 mm
6') MIN
CUT
NO. T
kC
NO. I
LINE
o
CUT
NO. 2
____ LINE
150 mm CUT N(
6') MIN
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 ) WIDE ON THE SIDE OPPOSITE THE OPEN JOINT.
BEND THE ENDS OF THE CUT TOGETHER AND INSERT THE
TUBE IN THE PIPE.
LIFTING SLOT 10 mm (3/8")
IF SPEC'D
15 mm R
(5/8„) 38 mm
25 mm
D
19 mm \
(3/4")
50 mm (2")
PICK HOLE
22,5- 20 mm (3/4") DIA
BOTTOM OF COVER
I
L
T
300 mm (12')
300 mm (12"1
100 mm (41
450 mm (180),
300 mm (12')
125 mm (5')
600 mm (24°)
300 mm (ll")
150 mm (61
750 mm (34°)
450 mm (185)
175 mm (7'}
900 mm (36')
450 mm (IS'}
225 mm (91
1050 mm (420) 450 mm (180)
225 mm (91
1200 mm 148.1 450 mm (181)
250 mm 009
1425 mm (57') 450 mm (181)
250 mm (101)
1500 mm (60'
525 mm (21')
275 mm (il•)
1650 mm (66"1525
mm (211
275 mm (ii')
1800 mm t72')
600 mm (24�) 300 mm (12')
R
F.I.
OG T'p
,e Q'� Ge4� .e • 4.
eee
"e.q,• •e. p,.
A. Q
e
INTERIOR SURFACE
OF PIPE
DETAIL I11304
TYPICAL JOINT FOR
REINFORCED CONCRETE PIPE
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
CONCRETE COLLAR FOR RCP
STANDARD PLAN
PUBLIC WORKS STANDARDS INC.,
GREENBOOKCOMMITTEE
1992
1892
�y�METRIC
300 mm(12")THROUGH 1800 mm(72")380-2
REV. 1996
(21")
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
NOTES
I. A CONCRETE COLLAR IS REQUIRED WHERE THE CHANGE IN GRADE
EXCEEDS 10 PERCENT.
2. FOR CURVE JOINTS (SEE DETAIL B. SHEET 1)
IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE
THAT IS GREATER THAN 25 mm (1"),, BUT IS LESS THAN 75 mm((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 75 mm (30), BUT LESS THAN
150 mm (6"), A CONCRETE COLLAR IS REQUIRED. IF THE CLEAR
SPACE IS 150 .mm (61 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 BE THOSE OF THE LARGER
PIPE. D=DI OR D2, WHICHEVER IS GREATER.
B. WHEN DI IS EQUAL TO OR LESS THAN CZ, JOIN INVERTS AND
WHEN DI IS GREATER THAN D2, JOIN SOFFITS.
5. FOR PIPE LARGER THAN 1800 mm (72") SPECIAL COLLAR DETAILS
ARE REQUIRED.
6. FOR PIPE SIZE NOT LISTED USE NEXT SIZE LARGER.
7. REINFORCEMENT SHALL CONFORM TO ASTM A 615 M (A 615) GRADE
300(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 525 mm (21") AND ON ALL PIPES WHERE "I"HE SPACES
BETWEEN THE EXTREME OUTER ENDS IS 75 mm (3') OR LARGER.
CIRCULAR TIES
WHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS 75 mm (3"). THE
NUMBER OF CIRCULAR TIES SHALL BE INCREASED TO MAINTAIN AN
APPROXIMATE SPACING OF 150 mm (6") 0. C.
10. WHERE THE PIPE IS 525 mm (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 600 mm (24")
OR LARGER A REMOVABLE INTERIOR FORM SHALL BE USED OR THE
INTERIOR JOINT SHALL BE COMPLETELY FILLED WITH MORTAR AND
NEATLY POINTED.
11. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS
ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL
VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT
REINFORCING BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR
METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED
FOR CONSTRUCTION SHALL BE ENGLISH UNITS.
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN
CONCRETE COLLAR FOR RCP METRIC
300 mm THROUGH 1800 mm 380-2
(12") (72")
,LIFTING
PIPE
DIAMETER
1994
N0. OF
CIRCULAR TIES
525 mm
(21")
OR LESS
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
3
600
mm (24")
TO
750
mm
(30")
3
825
mm (33")
TO
1425
mm
(57")
4
1500
mm (60"} TO
1800
mm
(72")
5
,LIFTING
SHEET 2 OF 2
SLOT
1111011
20 mn
(25/32
25 mrr
(1.,)
15 mm (19/32'")
ilUill-
mm
1/2"
TOP OF COVER
)
4 mm
IL -19 mm (3/4") 5/32")
19 mm
89 mm (3-1/2') 25 mm (1") (3/4")
22 mm (7/8") SECTION A -- A
5 mm (3/16") 4 mm (5/32')
35 mm (1-3/8") 1 mm (5/8")
4 4 mm (5/32")
19 mm (3/4")
38 mm 695 mm 27-3/8"
152 mm
(6„)
95 mm
3 mm (3-3/4")
610 mm (24") i
19 mm (3/4")
826 mm (32-1/2")
los mm
4-1/4
FRAME DETAIL SECTION THRU FRAME
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE fi 10 mm (24") MANHOLE FRAME STANDARD PIAN
PUBLIC WORKS STANDARDS INC., METRIC
GREENBOOK COMMITTEE AND COVER 630-2
NOTES:
1. THE CAST IRON USED SHALL CONFORM TO ASTM A-48 CLASS 358.
2, 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 65 mm (2-1/2") HIGH
WITH 15 mm (1/2") LINE WIDTH, AND PLACED IN THE CENTER OF
THE COVER. ALL LETTERS SHALL BE FLUSH WITH THE FINISHED
SURFACE OF THE COVER.
3. FOUNDRY IDENTIFYING MARK, HEAT AND DATE SHALL BE CAST ON THE
BOTTOM OF THE COVER AND ON THE INSIDE OF THE FRAME.
4. IMPORTED COVERS AND FRAMES SHALL HAVE THE COUNTRY OF ORIGIN
MARKING IN COMPLIANCE WITH FEDERAL REGULATIONS.
5. WEIGHT OF FRAME SHALL BE 118 kg (260 LBS). WEIGHT OF COVER
SHALL BE 79 kg (175 LBS). ACTUAL WEIGHTS SHALL BE WITHIN A
RANGE OF 95% TO 110.
6. THE MANHOLE FRAME AND COVER SHALL BE INSPECTED BY THE
ENGINEER PRIOR TO SHIPMENT TO THE JOB SITE,
1994
REV. 1996
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
ACCEPTANCE WILL
BE INDICATED BY THE AGENCY'S MARK.
7. THE PROOF -LOAD FOR TEST METHOD B OF THE STANDARD
SPECIFICATIONS IS 180 kN (40,700 LBS).
8. COVERS FOR MANHOLES LOCATED IN EASEMENTS, ALLEYS, PARKWAYS
AND ALL PLACES OTHER THAN 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 20 mm x 20 mm (3/4" x 3/4") STAINLESS STEEL SOCKET -
SET SCREWS WITH 10 mm (3/8") RECESSED HEX HEAD. ALL THREADS
SHALL BE N.C.
9. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE
NOT EXACTLY EQUAL VALUES. IF METRIC UNITS ARE USED, ALL VALUES
USED FOR CONSTRUCTION SHALL BE METRIC VALUES. IF ENGLISH
UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE
ENGLISH VALUES. '
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN
METRIC
- 610 mm (24") MANHOLE FRAME &COVER 630-2
D + E
_ SYMMETRICAL _
ABOUT
19 mm
� 1(3/4") DIA
SHEET 2 OF 2
1
TOP
END - TYPE
1, 2 OR 3
W
83 mm
. _ . (3_1/4")
SIDE � SECTION A -A
T
38 mm
(1 - 1 /2") -
38 mmS/2
MIN DIA 15' MIN BEND
25)mm
mm
TYPE 1 TYPE 2 (1") MIN E D
S
51 mm
TYPE 3
END DETAILS -SIDE VIEW INSTALLATION DETAIL
UNLESS OTHERWISE NOTED:
D = 175 mm (7")
E = 150 mm (6") OR T - 25 mm (1"),
WHICHEVER IS LESS
MINIMUM EIS 75 mm (3")
S = 300 mm (12") MAX, EVENLY SPACED
W = 400 mm (16") MIN
FOR MANHOLES AND UNDERGROUND VAULTS:
S = 400 mm (16") MAX, EVENLY SPACED
W = 350 mm (14") MIN
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
PROMULGATED BY THE STEEL STEP METRIC
PUBLIC WORKS STANDARDS INC., � ` � -2
NOTES:
1. STEPS SHALL BE STEEL CONFORMING TO ASTM A307 AND SHALL BE GALVANIZED
AFTER FABRICATION. UNLESS OTHERWISE NOTED, STEPS MAY ALSO BE
POLYPROPYLENE STEPS, STEEL REINFORCED, CONFORMING TO STD PLAN 636.
2. IF STAINLESS STEEL STEPS ARE REQUIRED, THE MATERIAL SHALL CONFORM TO
ASTM A276, 300 SERIES.
3. STEP ENDS MAY BE TYPE 1, 2 OR 3, AS SHOWN.
4. BOTTOM STEP SHALL BE A MAXIMUM OF 600 mm (2') ABOVE FLOOR OR SHELF.
5. .STEPS WITH TYPE 1 OR 2 ENDS MAY BE CAST IN PLACE, OR PLACED
IN THE CENTER OF 40 mm (1-1/2") MIN DIA DRILLED OR FORMED HOLES AND
GREENBOOK COMMITTEE
+
�, 3�,,
1984
J
REV. 1992, 1996
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
SET WITH HIGH STRENGTH NON -SHRINK GROUT, 40 MPa (6000 PSI) MIN.
STEPS WITH TYPE 3 ENDS SHALL BE CAST IN PLACE.
6. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT
EXACTLY EQUAL VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR
CONSTRUCTION SHALL BE METRIC VALUES. IF ENGLISH UNITS ARE USED, ALL
VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH VALUES.
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN
METRIC
STEEL STEP .635-2
13 mm„
(1/209)
SHEET 2 OF 2
356 mm (14")
330 mm (13")
TOP
IJ mm
1 /2")
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
PROMULGATED BY THE POLYPROPYLENE PLASTIC STEP METRIC
PUBLIC WORKS STANDARDS INC., 636-1 � � -
GREENBOOKCOMMITTEE
1991
REV. 1998 USE WITH STANDARD
NOTES:
1. STEPS SHALL BE STEEL -REINFORCED COPOLYMER POLYPROPYLENE
PLASTIC CONFORMING TO:
(A) ASTM D478 AND C497, EXCEPT THAT THE MINIMUM HORIZONTAL
PULLOUT LOAD SHALL BE 6.7 kN (1500 LBS).
(B) ASTM A615 GRADE 60 DEFORMED REINFORCING STEEL BAR.
C CALIFORNIA CODE OF REGULATIONS TITLE 8, GENERAL INDUSTRY
SAFETY ORDERS.
2. STEPS SHALL BE CAPABLE OF WITHSTANDING AN IMPACT LOAD OF 95
N.m (70 FT -LBS) AT -7'C (20'F) WITHOUT CRACKING OR
FRACTURING.
3. THE MINIMUM TOTAL CROSS-SECTIONAL AREA OF THE EXPOSED
PORTION OF THE STEP, INCLUDING THE DEFORMED STEEL BAR AND
EXCLUDING THE NON -SLIP TREAD SURFACE, SHALL BE 645 mm2
(1.0 SQ IN).
4. THE ENTIRE POLYPROPYLENE PLASTIC MATERIAL SURROUNDING THE
REINFORCING STEEL BAR SHALL BE CAST MONOLITHICALLY. MINIMUM
COVER SHALL BE 5 mm (3/16").
5. A CERTIFICATION OF COMPLIANCE WITH THE REQUIREMENTS OF NOTES
1 THROUGH 4 PREPARED BY AN INDEPENDENT CERTIFIED LABORATORY
SHALL BE SUBMITTED TO THE ENGINEER CONCURRENTLY WITH A
REQUEST FOR APPROVAL.
6. E = 86 mm (3-3/8"). FOR VAULTS AND MANHOLES, D = 140 mm
(5-1/2"). FOR OTHER INSTALLATIONS, D = 190 mm (7-1/2"). THESE
DIMENSIONS MAY 8E PLUS OR MINUS 6 mm (1/4").
7. STEPS SHALL 8E EVENLY SPACED. MAXIMUM VERTICAL SPACING OF
STEPS SHALL BE 400 mm (16"), WITH THE BOTTOM STEP A MAXIMUM
OF 600 mm (2') ABOVE FLOOR OR SHELF.
8. IF TAPERED STEPS ARE INSTALLED INTO STRAIGHT DRILLED OR
FORMED HOLES, APPROVED NON -SHRINK GROUT SHALL BE INJECTED
INTO THE HOLE PRIOR TO INSTALLATION. HOLES SHALL BE STRAIGHT
AND PARALLEL. EXCEPT
SHEET 2 OF 2
SHEET 1 OF 2
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
AS OTHERWISE NOTED, STEPS SHALL BE
INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDED
PROCEDURES.
9. A DROP STEP WITH '� MINIMUM DROP OF 19 mm (3/4") MAY BE USED.
THE DROP STEP SHALL MEET ALL OTHER CRITERIA OF THIS PLAN.
1.0. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE
NOT EXACTLY EQUAL VALUES. IF METRIC UNITS ARE USED, ALL VALUES
USED FOR CONSTRUCTION SHALL BE METRIC VALUES. IF ENIGLISH
UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE
ENGLISH VALUES.
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN
METRIC
POLYPROPYLENE PLASTIC STEP 636-1
BENCHMARK: SEAL -ENGINEER CITY O F - FONTANA, CALIFORNIA
OWNER /DEVELOPER: CSL ENGINEERING., INC.
cmr eta. No. 361 ELEV.= t3�.ao SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS QROFEss�oN
NEW WEST
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF <O a A. s q� 11651 STERLING AVENUE, SUITE E
APPROVAL SHOWN HEREON AND CARRIED FORTH INA �����P� RIVERSIDE, CALIFORNIA 92503 DRAWN BY: SCALE:
NAIL 1N POLE #1536697E DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE (909) 785-5122 * FAX (909) 785-5180 SE STREET IMPROVEMENT PLANS N/A
PROPERTIES S.W. CORNER SULTANA &BASELINE W m TRACT 159 4-1
� No. 25917
REVISIONS TO THE PLANS TO BRING THEM INTO � DE�(,GNED BY: DATE:
*. Exp. 12/31 /05 * --ED ETA I L
369 SAN MIGUEL DRIVE SUITE 375--A CONFORMANCE WITH CONDITIONS AND STANDARDS IN s PREPARED BY: R.C.E. N0. 25917 RAS SEPTEMBER, 2001 _
9
NEWPORT
6420 C* 9FAX � 9491 640- 6484 q�F o CIVIL �o�`��P EXP. 12/31 05 -
MARK BY DATE APPR. DATE EFFECT. F CA1-�
CHECKED � APPROVED � DWG. N0. SHEET
REVISIONS - DATE: JJL �p •� �
ENGINEER �, I Ty RICHARD A. SCIANNI
CITY ENGINEER: CARDO SA DOVAL R.C.E. 51152 3021 11 of 11
JN545/09-21-01 /545_-1 STANDBAS._DWG/S:40
SHEET 2 OF 2
BENCHMARK: SEAL -ENGINEER CITY O F - FONTANA, CALIFORNIA
OWNER /DEVELOPER: CSL ENGINEERING., INC.
cmr eta. No. 361 ELEV.= t3�.ao SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS QROFEss�oN
NEW WEST
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF <O a A. s q� 11651 STERLING AVENUE, SUITE E
APPROVAL SHOWN HEREON AND CARRIED FORTH INA �����P� RIVERSIDE, CALIFORNIA 92503 DRAWN BY: SCALE:
NAIL 1N POLE #1536697E DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE (909) 785-5122 * FAX (909) 785-5180 SE STREET IMPROVEMENT PLANS N/A
PROPERTIES S.W. CORNER SULTANA &BASELINE W m TRACT 159 4-1
� No. 25917
REVISIONS TO THE PLANS TO BRING THEM INTO � DE�(,GNED BY: DATE:
*. Exp. 12/31 /05 * --ED ETA I L
369 SAN MIGUEL DRIVE SUITE 375--A CONFORMANCE WITH CONDITIONS AND STANDARDS IN s PREPARED BY: R.C.E. N0. 25917 RAS SEPTEMBER, 2001 _
9
NEWPORT
6420 C* 9FAX � 9491 640- 6484 q�F o CIVIL �o�`��P EXP. 12/31 05 -
MARK BY DATE APPR. DATE EFFECT. F CA1-�
CHECKED � APPROVED � DWG. N0. SHEET
REVISIONS - DATE: JJL �p •� �
ENGINEER �, I Ty RICHARD A. SCIANNI
CITY ENGINEER: CARDO SA DOVAL R.C.E. 51152 3021 11 of 11
JN545/09-21-01 /545_-1 STANDBAS._DWG/S:40