HomeMy WebLinkAbout5228-4 REINFORCEMENT .-y11 2
N / N .4
1 -� fj o a NOTES
TOP OF STRUCTURAL l
T' ll N iirt ii _ < c I I. DIMENSIONS FROM FACE OF CONCRETE TO STEEL ARE TO CENTER OF
PAVEMENT SUBGRADE �\\ OPTIONAL
Nf I SINGLE BOX SIZE 3'-0'W x 3'-0'H 4'-O'W x I'-O'H SINGLE BOX SIZE 4'-O'W x 4'-0'H 5'-0'W x I'-0'H BAR, AND SHALL BE 2' UNLESS OTHERWISE SHOWN.
\ - - -- CONST. j -i"/ �---SVM.
3' MAX. SIZE JOINT e a e I DEPTH OF COVER IN FEET I DEPTH OF COVER IN FEET
ABOUT
L q OR 6� t 2. CONCRETE DIMENSIONS SHALL BE MEASURED HORIZONTALLY OR
N • - BARS .. OPTIONAL 2•-N' 5' 1 10' I 15' 1 20' 2'-n• ' 5' 10' 1 15' I 20'151.--
2'-n• I 5 1 10' 1 15' 20' Y-u• 1 5' 10 15• 20'
:',.\\_ �� ` - NATIVE SOIL CI BAR -� I TOP SLAB THICKNESS. T1 6 1/2 I6 1/2• 6 1/2 6 1/2'1 6 1/2 6 I/2' 6 I/2'�6 1/2 I6Irz j 71/01 TOP SLAB THICKNESS. T, 6 I/z 6 1/z 6 1/2' 6 I/z 7 I/0( 6 3/4'16 1/z r 7 1/z I 8 1/z VERTICALLY ON THE PROFILE. AND PARALLEL TO OR AT RIGHT
I COMPACTED 95% r r I ( IANGLES (OR RADIALLY) TO CENTERLINE OF CONDUIT ON THE PLAN
-._9o% COMPACTED NATIVE22 0 BAR ;2 Z/3 • Tvs WALL THICKNESS. T2 6 e j e I WALL THICKNESS. T2 a B.
BACKFILL 6• MAX SIZE L. I ALL LONGITUDINAL Tz/s I EXCEPT AS OTHERWISE SHOWN.
1:1 SLOPE OR FLATTER- = C BnR- r�.2' I BARS SHALL BE BOTTOM SLAB THICKNESS. T3 7• 7• 1 7' 7 ; 7• I 7• I 7• 7' 1 7' 1 8 1/4' BOTTOM SLAB THICKNESS. T3 I 7• 1 1 7 1/4'1 8 1/4•I 7• I 7' 17 3/4•1 8• 19 1/a-
B4 0 OTTOM F. EXCEPT
TRANSVERSE REINFORCEMENT TRANSVERSE REINFORCEMENT 3. NO SPLICES IN TRANSVERSE STEEL REINFORCEMENT WILL BE PER-
OR ADEQUATE SHORING 6' MIN. BOTTOM FACE OF TOP OF WALL BASE OF WALL
____ 1 TOP SLAB WHEN MITTED OTHER THAN SHOWN ON THE DRAWING WITHOUT APPROVAL
DISTRIBUTION B I BAR NO. a SPACING •4016'1.4017' .409' .4010'I.6017' •7017• .40(3'1.5019'I.5017. .601x• B BAR ND. & SPACING •5015' •4020'1.6020.1.6020'I•7020' .5018'1.4019' 6019•I.6018' •7018'
8� MAX. B�iRBCs LONGITUDINAL' REINFORCEMENT IS r1.40(3'1.5019'
+ I• } OF' THE ENGINEER.
BARS TSARS!LENGTH, H 4'-11/2. 4'-I I/2•14•-1/2' 4'-I 1/2'14-I I/O' 5.-11/2'18•-I1/2'15'-11/2'15•-I 1/z' 5•-I I/O' BARS LENGTH, H 5-11/2• 5'-11/2'15'-11/2' S 1/2'15 U2'�6'-1 yz• 6'-I 1/2.16 V2' 6'-I 1/r 6'-1 yr
REQUIRED. 20 }
2' .Y - CONT INVERT ( 014.4E*ERS A g1 BAR NO. a SPACING •sa6 J --- --- -- I --- 1.01019 •4017 •aaT B,. BAR NO. & SPACING •5015 •4020 !•01020 •01020 •01020 !•6015 •sore 1.01019 •010)81.4019 4. THE TRANSVERSE REINFORCING STEEL SHALL TERMINATE.1 I/2'
I 1• `l BARS!LENGTH, H 4'-1 I/O' --- - --- --- --- --- - --- I3'-3' 3'-2. 12'-I1 Irr BARS LENGTH. H 5'=' 3'-8' 13'-2 V2' 3'-2• j 3•-0' 1 6.-I' 13'-1I I/2'13'-61/2.3'-7 vrl 3'-6' FROM THE CONCRETE SURFACES UNLESS OTHERWISE SHOWN ON:THE.
GRANULAR BEDDING FROM SELECTED 2'-F a F1 �
TRENCH SIDE MATERIAL (1• MAX SIZE) ( I ! • BARS \v N .-! +r! �' C IBAR N0. & SPACING •4010' •4014'1.4010 •01012' (•408 .4044'1.4014'1.4014'1.4aa I.aaa C BAR NO. & SPACING •409 •4014 1.409 I.40I4'I.ao1a 1.40;4'1 .Son• 1.4014 •AOIR 2'.010101 STRUCTURAL DETAILS.
1 HDR. LENGTH. H 2-5 I/2'll'-4 1/2'1.2'-s 1/2',?-5 1/2'12-s I/z 2 1/2•11 7 1/2'12'-8 12'2'12'-8 yr r 8 1/2HOR. LENGTH, H 2-8 1/2' 1-9 1/2'12-8 1/2 r-8 1/z Iz-8 1/2' z'-u 1/2 r-10 1/2 r u 1/2 2.-ii 1/z II 1/2'
+{ ( �� BARS BARS1` 5. D BARS MAY BE SPLICED 20 DIAMETERS AT THE LOWER CONSTRUC-
T.
' -+ ` -� N _I VERT. LENGTH, V z'-II 1/2•!2-11 1/2.12'-u I/rl2'-0 I/2'12'-II 1/2'0•-11 1/2'10'-11 I/rlo'-11 1/2.10•-II 1/2.12'-o 1/r VERT. LENGTH, V 3-II /2'3'-u Vr 3'-11 Irl'3'-II 1/2'14-0 yr ,.-o o_i 1/z r-o r-o yrl I'-I 1/2'
�� y� IN w ( 7�1 - TION JOINT.
�`� ,n TRANSVERSE JOINT --- -- --- • --- _ --- --- •4014.1.4014.1.4014• BAR NO. & SPACING --- --- --- 1.4014•!•4014• •4014'1 --- •4014• .4014.1.4014•
GRANULAR BEDDING FROM SELECTED -ire'-',,, ''s-. BAR NO. & SPACING }
- ---
•4w4 ( I 1 --- 6. IN ALL SECTIONS LAP C AND C2 BARS. THE VERTICAL LENGTH OF
TRENCH SIDE MATERIAL FOR PIPE 10' ` Tz wrz N BARS BARS HOR. Ci
LENGTH. H - -- r --- r-o r-o BARS HDR. LENGTH, H I --- --- 10'-11 -0' 1'-31/2' 21/2' I'-3' 1 r-3
OR GREATER IN DEPTH USE. 1/2 ' � { n I ___ - __ THE C AND C BARS HAS BEEN CALCULATED FOR AC
4' STARTER
,,1 - VERT. LENGTH, V --- --- -- 0'-II 1/r, 10•-11I/2•10'-111/2.11'-01/2• VERT. LE.NGTH, V --- - I - 13•-111/2.14'-01/2• r-0• I 1•-0• r-0I/2•lr-11/2• 2
CRUSHED STONE BEDDING-- a, � ;�` TYPICAL SINGLE CONSTRUCTION WALL. IF THE HEIGHT OF THE STARTER WALL IS VARIED. THE
IBAR NO. a SPACING •4ao•;•4a4•I.4oIo•1 .5011' , .408' •4014'1.4a4'1.4014'I.4014',•4a4' BAR NO. & SPACING •409• •4014' •509' 1.4014•!•40)4' •5014' •4011• •4014' •4014•i•4a4'
v JOINT DETAILS Cz 1 C2 VERTICAL BAR LENGTHS ARE TO BE VARIED SO AS TO MAINTAIN A
r� i' - RC BOX SECTION BARS HOR. LENGTH. H r-31/2 Ir-31RIrs1/rI 2'-9' 2'-51/2 r-6 Ir-61/212' aI/riz-elrzj2'-812' gARS HOR. LENGTH. H r 1 r-7 3' o' `r-eI/2'z-o 1/r r-10 o 2'-11 ire z-II 1/2'12'-II 1/z 30 DIAMETER LAP BETWEEN THE TWO BARS. LENGTH OF THE C
AND
:.. I VERT. LENGTH, V 2'-0. 1 2•-0. 1 2•-0' 1 z•-o• I z•-o• z'-o• 1 z•-0• z'-o• 1 z•-o• Ir-I1/r VERT. LENGTH, V z'-0. 1 2'-0• I z'-0. 12'-0 1/2• Z-11/2• 2•-0• z'-0 2'-I• r-1• Z-21/2 C2 BARS SHALL BE VARIED CORRESPONDINGLY THE LAPS SHALL BE
'` d, Y. BASED ON THE SMALLER BAR. THIS ALSO APPLIES TO C AND C3
Z BAR NO. & SPACING --- I --- I --- I --- 1 --- --- I --- •+01a•1.a014.1.4aa• BAR NO. & SPACING --- I --- I --- !•010)01• sola• --- --- �.4aa• sola• •010)01• I
STORM DRAIN w SYM. ABOUT c-4 03 HOR. LENGTH. H --- I --- I --- --- I --- --- I --- ;0•-11 1/z' r-0' r-0 yr C3 HOR. LENGTH, H --- I --- I --- 0'-11' 2-8 1/2' --- --- r-2 V2' '-2 I/2' r-21/2• BARS IF VERTICAL LENGTH OF C1° C. THE CI BAR SHALL LAP 30
BARS DIAMETERS WITH THE C BAR.
.- mm •a®Ie' G BAR BAR SI VERT. LENGTH. V - - --- -- 2-0 1 z-o z-I I/2' VERT. LENGTH, V --- - --- 2'-01/2'+2'-11/2' --- --- r-1- 2'-I1Z-21/2' 3
PIPE -\ til i G, BARC
{ ��-� - -- `I D 'BAR NO. & SPACING •4018.1.4018.1.4018.1.4018'1.4018'I.4018'I.4018.I.4018.1•4018'I.4048 D BAR NO. & SPACING ,.4048' •4018- .4018'-•4018•I.4018' •4048• .4018• .4018' .4018'I.4018 7. ALL LONGITUDINAL BARS SHALL BE NO. 4 BARS. SPACING SHALL BE
�. C. BAR-= BARS LENGTH. H 13'-l0 I/213•-+0 11213•-IO 1/213•-101/2.8•-10 yrr-10 1/2'11.-101/21 to 1/2.11.-10I/2'!2-0I/r BARS LENGTH. H 4•-IO 1/201 --- Io I/2 •-I0 yrs'-O I/O' 1l-11' l'-I0 1/2' r-Ii 1/2. 2•-0 1/2• 2•-3 ' UNLESS OTHERWISE SHOWN. BARS IN TOP AND BOTTOM SLABS
NOTES: _ ��� I_ j' I� I
1. TRENCH WIDTH SHALL BE CONTROLLED F IBAR N0. & SPACING •010101 1.01018 8018)•60201.6015 •5019'T•Sa9'j•5017 •6020 !•6017• F BAR N0. & SPACING •sa6 •Sae •7017 •6016'1 .6011 .aa9 •sole 1.6018 •6017.1.7017 SHALL BE SPACED SYMMETRICALLY ABOUT THE CENTERLINE. BARS
OPTIONAL B BAR H BARS 1• I IN WALLS SHALL BE SPACED SYMMETRICALLLY ABOUT MID-HEIGHT
10 TOP Of PIPE ZONE _ CONST. g; BAR LENGTH, H 4-1 yr 4 1 I/2'�+-1 1/2'1 4-1 1/2'101-1 I/O'yr r-I 1/2'18-I 1/2'18-11/2' 5-+1/z is-11/2 BARS LENGTH. H 5-I 1/2' S'-1 1/2'15'-I 1/2' "-1 1/2 15'-I 1/2' 6'-1 t/2' 6'-I I/2 6'-I 1/2'16'-I 1/2'•16'-I 1/2' OF THE WALLS_
JOINT E' OPTIONAL - F1 BAR NO. & SPACING --- -- -- I --- 1 --- --- 1 --- I.4017' .4020'!.4017' F1 BAR NO. & SPACING --- 1.4018.1 --- .4016'I --- •4019' •4018' .4018'1•4017'1.4017'
2. TRENCH DEPTHS OF GREATER THAN 5' C BAR .1 LONGITUDINAL BARS I f I ROUGHENED I
EQUALLY SPACED r it CONST. JOINT BARS LENGTH, H --- I -- --- --- 1 --- --- --- 3•-s ln•3•-I yrl 3'-6• BARS LENGTH. H --- 4.-0• I --- I 3'-3' ! --- 4'-a- 4'-3' 13•-la I/2'i 3'-II' 13•-10' 8. CONCRETE QUANTITIES ARE BASED ON A 6' x 6' FILLET AND THE
SHALL HAVE ADEQUATE SHORING
3. CLASS II AGGREGATE BASF ALL TRENCHES z-- 0 BAR CW BAR I G [BAR NO. & SPACING .4010.1 --- 1.4010' .4011' 1.408• •4014' --- .4014'104014'104014' G BAR NO. & SPACING •409• --- 1.409' 1.4014.1.4014' .404• --- I.a014'I.4014.1.4014' STEEL QUANTITIES DO NOT INCLUDE ANY OPTIONAL SPLICE.
z .40!EV 2 BARS LENGTH, H 1--6- 1 --- r-6' r-6' r-6' 2•-0' -- 2'-0' 2'-0. 1 2'-0' BARS LENGTH. H 2'-0
! --- 1 2'-0' 1 2'-0' I 2-0' 2'-6' ___ 2.-6' 1 2'-6' 2'-6'
LESS THAN 100 FEET IN LENGTH = 1 I I I 9. INVERT THICKNESS IS CALCULATED FOR BAR COVERS SHOWN. IT-
H BAR NO. & SPACING --- i --- I.4oIo•I •5042' .408' --- I --- 1.40/4';•4014.1.401+' H BAR NO. & SPACING - -- 1 •509' .4014.1.40(4- --- I --- !•40,a•1.4014.I.4o14-
I T - 1 1 MUST BE INCREASED FOR HIGH VELOCITIES, SALT WATER, INDUS-
C3 BAR l' LONGITUDINAL 1 LON$TUDINAL BARS:LENGTH. H - I -- r-6 1' 6 6 --- 12'-0' 2-0. 1 r-o' BARS LENGTH, H I --- --- 1 2'-0' Z-0. 1 0-0' --- --- 1 2-6' , z'-6 I 2'-6' TRIAL WASTES. ABRASIVE BED LOAD, OR HARMFUL GROUNDWATER
NOTE:
BARS LONGITUDINAL REINFORCEMENT LONGITUDINAL REINFORCEMENT (USUALLY I/2' FOR EACH CONDITION).
COMPACTION SHALL BE 90% IN ALL ZONES C2 BAR 2' •
UNLESS OTHERWISE SPECIFIED.I. TRENCH STA(i1L11Y CONST- F BAR l -ROUGHENED 1 NUMBER IN TOP SLAB 1 7 I a • a e 8 9 10 j 9 9 9 NUMBER IN TOP SLAB 10 10 9 9 1 9 11 10 10 1 10
JOINT �„ INVERT I 1L.i ;I CONST. JOINT N0. 41 NUMBER IN BOTTOM SLAB 8 e 1, 8 8 _ 8 8 10 9 9 9 NG. 4� T
SHALT_ CONFORM TO CAL OSHA REQUIREMENTS I }L�m1 \ F1 gAR J LONG' NUMBER IN BOTTOM SLAB 0 �1 10 9 9 i 9 I1 I II IC 10 o STRUCTURAL DESIGN CRITERIA
M -a TO IV BARS!NUMBER IN WALLS 8 8 8 a s 4 a a a a LONG NUMBER IN WALLS e I s 1 e I 8 s a < I a 4 ! a L.A.C.F.C.D. STRUCTURAL DESIGN MANUAL
I _1. T.-`I I I TOTAL NUMBER 23 i 24 24 24 ; 24 21BARS 26 26 26 24 24 I z4 LIVE LOAD DATED APRIL 19$Z
24 1 22 22 22 TOTAL NUMBER ze ' 28 26 26ALLOWABLE STRESSES
TRENCH DETAIL „2.____I____.----7 _- �1- 1 CONCRETE CU. YDS. PER LIN FTI 0.301 0.34 0.34 I o 301 10.301 0.29 1 0.29 I 0.29 0.29 ! 0.32 CONCRETE, CU. YDS. PER LIN. FT 044 0.44 10.44_0.44 1 047 0.34 0.33 10.35 0.37 0.41 HS 20-44 UNLESS OTHERWISE NOTED f'c= 4000 PSI AT 28 DAYS
STEEL' LBS. PER LIN. FT 41.5 32-3 45.3 47.9 SLS 38.0 31.2 i 43.9 I 44.9 401.3 STEEL LBS. PER LIN. F 55.5 41.2 I 65.3 59.2 I 64.3 49.1 37.5 ! 52.2 53.3 58.4 DEAD LOAD
1 fc = 1800 PSI
EARTH LOAD PER MARSTON'S FORMULA: w=110 PCF fs .24.000 PSI
NTS .a®!e �; I H1 BAR Ku=K0E7A4R 50 n ••••
8
Bd=OUTSIDE WIDTH OF BOX PLUS 3 FEET SHEAR AND BOND STRESSES
7'2 W _ ^I 8' H BAR SIDE EARTH 37 PSF PER FOOT OF DEPTH PER A.C.I. 318-63
I INTERNAL WATER PRESSURE: 62.4 PSF PER
PIPE BEDDING/ WEIGHT OF CONCRETE 150 PCF OOT OF DEPTH
TYPI-CAL DOUBLE RC BOX SECTION I
TRENCHING DETAIL Q
1O 18 24 LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS
REINFORCED CONCRETE rf REINFORCED CONCRETE 1STANDARD PLAN
STANDARD PLANO STANDARD PLANO I STANDARD PLAN 3 0 5 3 -O
BOX CULVERT 53REINFORCED CONCRETE 3 _ REINFORCED CONCRETE
APPROVED .C,0.,,,.�L%� ._ 5/31/1992 BOX CULVERT 53I BOX CULVERT 3053 - 0 BOX CULVERT
,- DIRECTOR OF PUBLIC WORKS QATE _ REVISIONS SHEET I OF 21
SHEET 4 O, SHEET 6 OF 21
SHEET 21 OF 2I
R.C. BOX CULVERT DETAIL 21
TYPE III C2 AR-4000,HOT MIX A.C.MIN.1 1/4"
GENERAL NOTES : Continued lv
MATCH EXIST.PAVEMENT+1"---- ----_ - TYPE III B2 OR 83 AR-4000,HOT MIX A.C. O 0 0' w 1
4"MINIMUM THICKNESS \
*
7. PRIOR TO PLACING PERMANENT PAVING,EXISTING PAVEMENT SHALL BE CUT TO A NEAT STRAIGHT LINE. w a 0 IW w B
SEE NOTE 10
Pipe ALL PAVEMENT JOINTS OR CRACKS WITHIN 2 FEET OF TRENCH IN ALL DIRECTIONS,OR AS DIRECTED BY THE 0_ a + N 0(o �-
IF DISTANCE IS<2' CITY ENGINEER OR DESIGNEE,SHALL BE REMOVED AND REPLACED. ~ ~Z NOTES
--/:
LANE LINE STRIPING OR AS DIRECTED BY THE
iiiiHXDSEE NOTE 10 - -- W 8. ALL EDGES OF EXISTING PAVEMENT BEING JOINED AND SURFACE BEING OVERLAID SHALL RECEIVE A TACK -►
CITY ENGINEER OR DESIGNEE.
COAT OF ASPHALT EMULSION. 1. THE HORIZONTAL ANGLE OF DIVERGENCE OR CONVERGENCE, 8, SHALL
Precast concrete end NOT EXCEED 5' 45'.
I block f0 b2 placed flush 2' •A.C.TO BE REMOVED 9. TRENCHES OF 300 FEET OR MORE TO BE PAVED WITH A SELF-PROPELLED PAVING MACHINE.
EXISTING A.C.- ,---i---,,,. AND REPLACED. 10. ANY STREET PAVED OR RESURFACED IN THE PREVIOUS 36 MONTHS SHALL BE SUBJECT TO SPECIAL PAVING 2. REINFORCING STEEL BAR SIZES, SPACING, PATTERN AND COVER OVER
I with end of pipe as • MIN. _��I� //I -,,... �I l
. . . ........ .. ... ......... . ...............................-IREQUIREMENTS. ANY TRENCH EXTENDING FROM THE CURB INTO THE PARKING LANE,SHALL REQUIREA THE STEEL SHALL BE AS FOLLOWS:
• A COMPLETE GRIND AND OVERLAY OF THE PARKING LANE. ALL TRENCHES EXTENDING LONGITUDINALLY RCP ORI-
___I
RCB OR RCB TO RCP AND RCB TO ARCH - THAT OF RCB SECTION.
- - - RC ARCH* RC ARCH*
-'0" IN THE DRIVING LANE SHALL REQUIRE THAT THE ENTIRE LANE BE COLD MILLED AND OVERLAID. ALL ARCH TO RCP - THAT OF ARCH SECTION.
- 12" TRENCHES EXTENDING INTO THE TRAVELED LANE TRANSVERSELY WILL REQUIRE THE ENTIRE LENGTH OF ARCH TO ARCH - THAT OF ARCH SECTION HAVING THE THICKER
il
U _ tTHE TRENCH UP TO THE NEAREST LANE LINE BE COLD MILLED AND OVERLAID 10 FEET IN BOTH DIRECTIONS FROM - WALLS. THE BAR LENGTHS SHALL VARY UNIFORMLY THROUGHOUT
MAX.SIZE NATIVE THE CENTERLINE OF THE TRENCH. _ THE TRANSITION.
SOIL,COMPACTED 95---- ^t - 11. IF TRENCH FAILURE SHOULD OCCUR,THE PERMITTEE/DEVELOPER WILL BE NOTIFIED OF SUCH DEFICIENCIES AND w a O o N w 1,'1 MIEN-�- 3. THE CONCRETE THICKNESS SHALL BE AS FOLLOWS:
6"MAX.SIZE NATIVE SOIL, ALLOWED TO REMOVE,REPLACE,REMEDY THE WORK.UPON FAILURE OF THE CONTRACTOR TO PROMPTLY COMPLY 0_ N + N •o B F I RCB TO RCP AND ARCH TO RCP - THAT OF ARCH OR RCB
- - COMPACTED 90% AND UNDER ORDER OF THE CITY ENGINEER,TRENCH SHALL BE REMEDIED,REMOVED,REPLACED AT PERMITTEE/
PLAN 4 F- r Z SECTION UNLESS THE WALL THICKNESS OF THE RCP PLUS 100 mm
DEVELOPERS SOLE EXPENSE. I-i PLAN
2'v * ARCH MAY HAVE A HORSESHOE- (4") GREATER, IN WHICH CASE THE CONCRETE THICKNESS SHALL
0:'' SHAPED, CIRCULAR, ELLIPTICAL
��b" 12. BEDDING MATERIAL SHALL BE SAND,GRAVEL,CRUSHED AGGREGATE OR NATIVE FREE-DRAINING GRANULAR O= w K OR SIMILAR CROSS SECTION. VARY UNIFORMLY FROM THAT OF THE ARCH OR RCB SECTION
= "' -- --- ------- MATERIAL HAVING A SAND EQUIVALENT OF NOT LESS THAN 30,AND SHALL HAVE A PERCENTAGE COMPOSITION BY O O Cr w
4" 0 galvanized steel pipe-_ M r w< o , w F I TO THAT OF THE RCP WALL PLUS 100 mm (4").
IWEIGHT WHICH CONFORMS TO THE FOLLOWING GRADING. a v -10 F .(\
(total 2) 12" BEDDING MATERIAL SHALL MEET OR a < F F F
�I~ - ._.____� EXCEED SECTION 306-1.2.1.STANDARD r r a RCB TO ARCH AND ARCH TO ARCH THAT OF THE ADJOINING RCB
SPECIFICATIONS FOR PUBLIC WORKS SIEVE SIZES %PASSING SIEVES OR ARCH SECTION AT EACH END OF THE TRANSITION AND SHALL
Add-06 bars x conGo p CONSTRUCTION,LATEST EDITION. T- �`� -E VARY UNIFORMLY BETWEEN THE TWO ENDS.
(total 2) �� - O LOCALLY EXCAVATED NATIVE MATERIALS 1-1/2" - P, SEE NOTE 5
�''��4 t ( MAY BE BLENDED TO THE REQUIRED 1" 4. THE INTERIOR SURFACE SHALL BE SMOOTH AND VARY UNIFORMLY
/� SAND EQUIVALENCY OF 30 OR GREATER. 314" 100 BETWEEN THE TWO ADJOINING SECTIONS.
v a LEGEND: 4'MIN. 112" 90-100
T I E N 318" 20-60
^Ire o 5. AT RCP JUNCTURE, EMBEDMENT P SHALL BE 130 mm (5") FOR PIPE
p W=TRENCH WIDTH No. 4 0 •is ELEVATION SIZE OF 2400 mm (96") OR LESS, AND 200 mm (8") FOR PIPE SIZES
BEDDING SHOULD BE IN ACCORDANCE No. 8 0-5 STATION
+- O.D.=OUTSIDE DIAMETER OF PIPE I-"- WITH NOTE NO.12.PIPE CLASS/D-LOADING. jj ELEVATION OVER 2400 mm (96").
W-O.D-+12"MIN. J STATION
...-....../fl I H o O.O.+2r"MAX. 13. THE CONTRACTOR/PERMITTEE SHALL BE REQUIRED TO FOLLOW THE WORK AREA TRAFFIC CONTROL HANDBOOK ,^ :����_ 6. f'c= 28 MPG (4000 PSI) AT 28 DAYS AND THE CONCRETE SHALL BE THE
I ("WATCH"MANUAL)OR AS DIRECTED BY THE CITY TRAFFIC ENGINEER OR DESIGNEE. O= �„ -J-- SAME MIX AS THE ADJACENT RCB.
GENERAL NOTES : o,xwz
/ F 14. FULL STREET CLOSURES REQUIRE CITY TRAFFIC ENGINEER APPROVAL AND REQUEST FOR SUCH CLOSURES
:.:-
0
- 0Nw1. ALL EXCAVATION WITHIN THE CITY OF FONTANA RIGHT-OF-WAY REQUIRES AN EXCAVATION PERMIT FROM THE car 7. ALLSTEEL, EXCEPT LONGITUDINAL STEEL SHALL BE GRADE 400 (60)
`- -1 SHALL BE SUBMITTED 20 DAYS IN ADVANCE OF CLOSURE. + n 4)0ENGINEERING DEPARTMENT. zBILLETSTEELCONFORMINGTOASTMA615M (A615) ANDSHALL101 bars 2. UNDERGROUND SERVICE ALERT SHALL BE NOTIFIED 2 WORKING DAYS PRIOR TO START OF WORK 1.800-422-4133. 15. THE WORKING HOURS ON ARTERIAL AND MAJOR STREETS SHALL BE SUBJECT TO APPROVAL BY CITY TRAFFIC SECTION A-A 1-7 TERMINATE 40 mm (1 1/2") CLEAR OF CONCRETE SURFACE UNLESS
3. ALL PUBLIC WORKS INSPECTION REQUESTS WILL BE MADE 2 WORKING DAYS AHEAD OF THE SCHEDULED WORK. ENGINEER'S OFFICE. OTHERWISE SHOWN.
4 COMPACTION OF BACK FILL SHALL BE VERIFIED BY REGISTERED GEOTECHNICAL ENGINEER AND A COMPACTION
ELEVATION REPORT SUBMITTED TO THE CITY FOR APPROVAL PRIOR TO THE PLACING OF THE PERMANENT PAVEMENT 16. STRIPING
ENGINEER OR GS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED IN KIND AS DIRECTED STEEL PATTERN SHOWN IS
IN LIEU OF COMPACTION TESTING CONTRACTOR MAY USE 2-SAC PCC SLURRY. AL THE
PICTORIAL ONLY, SEE NOTES 8. KEYED CONSTRUCTION JOINTS OF THE SAME DIMENSIONS AS THOSE
5. ALL EXCAVATIONS SHALL BE MADE,PROTECTED AND SUPPORTED AS REQUIRED FOR SAFETY AND IN A MANNER / • - ,., TRANSITION STRUCTURE AT THE CONTRACTOR'S OPTION. SEE
2 AND 7 OF THE RCB OR ARCH SECTION MAY BE CARRIED THROUGH THE
17. ALL POTHOLES I SERVICE CUTS/ETC.SHALL BE BACK FILLED WITH A 2-SACK SLURRY OR AS SPECIFIED BY
SET FORTH IN OPERATIONS,RULES,ORDERS,AND REGULATIONS PRESCRIBED BY THE CALIFORNIA DIVISION OF THE CITY ENGINEER OR DESIGNEE. •, w SECTION B-B.
INDUSTRIAL SAFETY. A COPY OF THE CAL OSHA EXCAVATION PERMIT,IF APPLICABLE,SHALL BE FURNISHED
TO THE PROJECT INSPECTOR PRIOR TO BEGINNING THE WORK. STEEL PLATE BRIDGING SHALL BE IN ACCORDANCE 1B. SOIL-STERILANT IS REQUIRED PRIOR TO PLACEMENT OF PERMANENT PAVEMENT,
"All WITH CITY STD.NO.1032. .. .. 9. THE TRANSITION STRUCTURE SHALL BE CONSTRUCTED IN ACCORDANCE
PIPE CLOSURE - TYPE THE NOTES
6. PERMANENT PAVEMENT SHALL BE REPLACED WITHIN 30 DAYS OF EXCAVATION. A MINIMUM 2-INCH THICKNESS RCP OR STRUCTURESURAL SHOWN ON THELYING PLANSTO RCB OR ARCH
NOTES- (Precast Concrete End BIOCk) OF TEMPORARY ASPHALT PAVING SHALL BE PLACED WITHIN THE TRENCH AREA UNTIL PERMANENT REPAIR '• ARCH '
IS COMPLETED OR AS DIRECTED BY THE CITY ENGINEER OR DESIGNEE. \111111, -OPTIONAL CONSTRUCTION
1 "a".-04
a .-0 on @ 112"o.c. unless otherwise SAN BERNARDINO COUNTY THE TEMPORARY PAVING SHALL BE PLACED AND COMPACTED IN SUCH A MANNER AS TO PROVIDE A SAFE AND 04JOINT:
SMOOTH TRAVELED SURFACE.PERMITTEE SHALL MAINTAIN THE TEMPORARY PAVEMENT IN A SAFE AND SMOOTH RCB OR ARCH TO RCP USE
FLOOD CONTROL DISTRICT CONDITION UNTIL PERMANENT PAVING IS IN PLACE • - CONST JOINT OF RCB OR ARCH.
, 2. "b"=12"unless otherwise noted on plans. RCB TO ARCH, USE CONST
REVISIONS OWN.Sr OAT[
JOINT OF RCB
3. 1111'= 6"unless otherwise noted on plans. .mn
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CITY OF FONTANA p �� PROVE[�1B - / CITY OF FONTANA SECTION B-B
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S.P. 176 ' p' cA � T_74'76
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0I.1.•1c,M...1 c1.4 RAW.,1O10 IP TTY ENGINEER DATE A`CITY ENGINEER DATE
No.51152 RICARDO SANDOVAL STANDARD No.51152 RICARDO SANDOVAL STANDARD STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN
TRENCH REPAIR TRENCH REPAIR TRANSITION STRUCTURE STANDARD PLAN STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
PIPE SEAL DETAIL EXP 9130109 ♦ EXP 9/30109
s CIVIL p DRAWN BY: TAM/DS 1 oQe s CIVIL a DRAWN BY: TAM;DS IOO4j RCB TO PIPE 342-2 TRANSITION STRUCTURE 342-2
97f OF ,d1,0 P REVISION NUMBER: I 6/26/06 STD.PLAN NO. 1NI1 SHT 1 OF 2 Ole OF 01\0%01 REVISION NUMBER: 1 6/26/06 STD.PLAN NO. OM SHT 2 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 2
RCB TO PIPE SHEET 2 OF 2
STANDARD TRENCH REPAIR DETAIL 0 TRANSITION STRUCTURE DETAIL R.C.B. TO PIPE
Last Update:3/26/15
WD/D# 8-36C371179 0:\3200-3299\3212\STORM DRAIN\3212SD-04.dwg
0 `� SHOULD CONSTRUCTION OF THE REQUIRED oQROFESS/ Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA
Du IMPROVEMENTS NOT COMMENCE WITHIN TWO RD ST Fy Thienes Engineering, Inc. STORM DRAIN PLAN
�� F�Cy CML ENGINEERING • LAND SURVEY/NG
r F THE DATE OF APPROVAL SHOWN HEREON 7 14349 FIRESTONE BOULEVARD DRAWN BY: SCALE:
YEARS o �, W MIR4DA, c,ALIFORNG4 90638 POPLAR AVENUE
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\ AND CARRIED FORTH IN A DILIGENT MANNER, THE * �R.C.E. NO. 56155' * I PH(714)521-4811 FAX(714)521-4173 RH _ AS SHOWN
DIAL TWO WORKING DESIGNED BY: STORM �' N DATE:
BEFORE I► DAYS BEFORE CITY ENGINEER MAY REQUIRE REVISIONS TO THE JlP 12-31-16 Q f -\ BW
YOU DIG Y, YOU DIG PLANS TO BRING THEM INTO CONFORMANCE WITH _If C�V��' O�� Date : '� ( CHECKED BY: APP'S' D �� ..AP DRAWING NO.:
TOLL FREE 1-800-227-2600 \OF C AO /F ` 4
EFFECT. \ DATE: li• lf-
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN E T. EINHARD STENZ L RCE NO. 56155 RCS CITY ENGINEER R.C.E. 51152 5228 5