HomeMy WebLinkAbout2561-4PROTECTION BAR AND SUPPORT
SUPPORT BOLT AND FACE PLATE (4'/2" TOP SLAB) , AS;EMB TE TYP.
D+[
ADJUSTABLE STIRRUPS) - (TYPE Al ' BYMMETRICAL
- [ND ANCHOR WITH A 640�" CVM FACL•M -_ -
3/4' DIA. PROTECTION BAR '. L BARS-! ABOVE S ABOUT t (TYP.) NOTES:
~ COUPLING AND BET FACE PLAT[ -_ _ _ _ _ _ _ _ T . 4' R EACH WAY STREET, GUTTER 2 BELOW OPENING •
SCREW SUPPORT BOLT WITH 1 -- - - I -1 .
R oR LOCAL OErtREfsKkl • L
CURB LME T" - AOJUSTAGL[ STIRRUP(TYP) [MD
ANCHOR -,,\ 1 -ACE ' ; y flow LINE SURFACE 1 - I 1. STEPS SHALL BE STEEL REINFORCED COPOLYMER POLYPROPYLENE PLASTIC CONFORMING TO:
1/4" RADIUS 3- 04 BARS X(W+6'i IN AUDITION TO , PLATE _� i -- -�- 4 I i2, MBA C MRS ♦ M • r' OL IL�
5/16"x 10" FAC[ ►LATE REINFORCING STEEL PER APPLICABLE I -LINESCORING + 3/4" (TYP.) I W - �i (A) ASTM D478 AND C497, EXCEPT THAT THE MINIMUM HORIZONTAL PULLOUT LOAD SHALL
CATCH BA31M STANDARD PLAN 12 EXTRA"• I I LINE S 4 RL! ,!•R / 3'R
• , • ` I ON 2 SIDES OF 1 , CURB LII[ •- �' R 1 -32 SLOPEl -1r �� I ` S BE 1500 LBS.
• ,r, t/", 3 I I MANHOLE FRAME 1 1� A / A w (B) ASTM A615 GRADE 60 (DEFORMED REINFORCING STEEL BAR).
Pj•♦ -� DOWNSTREAM l I , AND COVER `\ I I DOwEI ITY►) r CLEAR I • . ,F -
EMo Of BASIN
w I i I ` i PLAN (C) CALIFORNIA CODE OF REGULATIONS, TITLE 8-3277.
ccy,• f ' I '
STEPS_ ._ Y IF TYPE 1 T A ~ 2. ONLY STEPS APPROVED BY THE ENGINEER SHALL BE USED.
CATCH BASIN
11/14" RADIUS - , ELEVATION MANMOIE FRAME I ' �' I + - -•� SECTION A -A '
' AND COVER I I , > �� - , a 3. ALL FABRICATION DIMENSIONS INDICATED ARE MINIMUM.
FLATTEN ANCHOR END STD. 3/4" I / I 1 I 1 !' R� , / \\ / 1- 4. STEPS SHALL BE CAPABLE OF WITHSTANDING AN IMPACT LOAD OF 70 FOOT POUNDS AT
til TO PREVENT TURNING STEEL PIP[ �+ i , / 4•N,N - [BARS -2 ABOVE • ^ - T 20 DEGREES FAHRENHEIT WITHOUT CRACKING OR FRACTURING.
DRILL 1/2"MOL[, B ► � __ �! _
A '•• - _ 1/4"DEEPN DRILL AND TAP MOLE AND INSTALL �� -- -r (` ' 12•MAX. _ \ f BELOW OPENING "T L
« i \\ ♦ �� 5. THE MINIMUM TOTAL CROSS-SECTIONAL AREA OF THE EXPOSED PORTION OF THE STEP,
WI 3/6"-NCxI/!•SOCKET SET�lCIIEW _ \� A ••WI•- A
_ - I'/• - / WITH 3/IG• RECESSED MEx�HOL[ tn�cr I ~ , y ' i_-_ Y • INCLUDING THE '/rINCH DEFORMED REINFORCING STEEL BAR, AND EXCLUDING THE NON -SLIP
u �W , . 2• 2• •/ W/ \mac. i I I /•
� \\-_ C RMS 44M ». t •4„2. SIDE ELEVATION TREAD SURFACE, SHALL BE ONE SQUARE INCH.
W - a MEX. NUTS N
W �' u • al I A, STEPS I 1 L _ 1 _ - - - - - _ -' // \ N 6. THE ENTIRE POLYPROPYLENE PLASTIC MATERIAL SURROUNDING THE REINFORCING STEEL' BAR
N 1'/; NOL[ IN PLATE O _ Y_._ i _ \ r OPTIONAL ausGRADE .1\ SECTION A -A t • • • SHALL BE CAST MONOLITHICALLY. MINIMUM COVER SHALL BE 3/44NCH.
«� • _ \ ci ~ t 1, W 1 -CONNECTOR PIP[ , -
4 1 `� ) B OR MONOLITHIC
!• s• c' • 1zNr '/ l u 1 \ 7. CERTIFICATION OF COMPLIANCE WITH THE REQUIREMENTS OF NOTES 1, 4 AND 5, PREPARED BY
CATCH BASIN AN INDEPENDENT CERTIFIED LABORATORY, SHALL BE SUBMITTED CONCURRENTLY WITH THE
I I ` J44 OPTIONAL ROUGHENED CONNECTION REQUEST FOR APPROVAL TO THE ENGINEER.
ETD. !/4' STEEL CWPLINO / u _ _ _ _ _ - . _ -I_ _ _ PLAN
r- S/6" DIAMETER COUNTERSINK - IBC. C. ON SUPPORT BOLT TO FIT SNUG OVER ENTIRE // PROTECTION BAR j• CONST JOINT (TYPO
,FOR SET SCREW. NONE REQUIRED FOR CURB FACE LESS L[NGTH13/4'NPS THREAD) / .f / CORNER CONNECTION I"MIN. [ D
1/4"RADIUS- 'i THAN 7'. THREE REQUIRED FOR 7'CUR6 FACE. ADD ONE \ •
THANT��SINK FOR EACH INCH OF CURB FACE GREATER END ANCHOR DETAIL \� m SECTION A -A 8. THE FOLLOWING DIMENSIONS SHALL APPLY UNLESS OTHERWISE NOTED ON THE DRAWINGS OR
- �\ DOWEL (TY►1� j�
I, a. -
. P suPPORT BOLT all
STANDARD PLANS FOR SPECIFIC STRUCTURES:
PLAN D=7h ±'/•'. E=3'/.'±'/:
�..' LENGTN- C.F. PLUS 6" • • EXCEPTION: FOR MANHOLES AND VAULTS: D=5Ya"±'/4'
2-I/Z.
...* PLAN TYPE 2 �y A♦ • . •• 9. STEPS SHALL BE EVENLY SPACED. MAXIMUM VERTICAL SPACING OF STEPS SHALL BE 16 -INCHES,
• ".:-•' • •�' 1SA•li FOR CURB BATTER LESS THAN 212 (` ��..- DOUBLE PROTECTION BAR DETAIL . D MRs- 2 ABOVE B / - • - WITH THE BOTTOM STEP A MAXIMUM OF TWO FEET ABOVE FLOOR OR SHELF.
• • t FOR CURB BATTER f 12 TNRU 4:12 \� .. 2 •EL°w OPENNw 10. STEPS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED MANUFACTURER'S
• AS SHOWN ON PLANS FOR ALL OTHER 84 1 d Z RECOMMENDED PROCEDURE. HOWEVER, IF TAPERED STEPS ARE INSTALLED INTO STRAIGHT-
{ CURB BATTER . - = s,S STRUCTURAL DATA o
T + ' !0• +r�4� i • _ `'� INSTALLATION DETAIL DRILLED, OR FORMED HOLES, APPROVED NON -SHRINK GROUT SHALL BE INJECTED INTO THE
\\•'• I • A MIN 3'R / L IN B t �M �M R i Dom.[ „ A HOLE PRIOR TO INSTALLATION OF THE STEPS. FOR ALL DRILLED INSTALLATIONS, THE HOLES
\\'' I M SHALL BE STRAIGHT, PARALLEL AND TO MANUFACTURER'S RECOMMENDED DIMENSIONS.
SECTION ., t' / " 1'•� STRUCTURAL DATA DOWEL DETAIL `;+'� I i2 •' 42' 7' SIDE ELEVATION
0►ENING FOR CONC. t I WALL AND SLAB DIMENSIONS - , DIMENSIONS UNLESS OTHERWISE NOTED 11. IN LIEU OF DETAIL SHOWN ON SHEET 1, A DROP STEP WITH A MINIMUM DROP OF �/4 MAY BE USED.
A. AND REINFORCEMENT REQUIREMENTS IS• 4 N 43" lY4
• ►LACEMENT(TYR) • , ' LOCATE WELD! IN '� , ON DRAWINGS OR STANDARD PLANS FOR ALL OTHER CRITERIA SPECIFIED HEREIN SHALL BE APPLICABLE TO THIS ALTERNATE SHAPE.
S/16 -x10" LONGER SMN SEG- c • �, I 16" 4 /2 48" G"
FACE PLAT[- c REINFORCEMENT /
INTERIOR FAC[ M CATCH MENT SUPPORT I I MAX MAX t tF KEouHIED « 21' S" 31 • _ _
BASIN EMD WALL S/lo Al0• , 1/4 2 „ t =I WALL WALL \ / '_ SPECIFIC STRUCTURES:
1 u • BOLT i n • W V FRONT REAR 80T'TOM ENO �L�, - / / 24- 3'/4 , 34" f p=]' .,.
FACE PLAT[ / I - - - -
o 3.5 8'. G -i-
to
�, •4�N• 2T S'/ '• ST f'/j •• o
I Iz' e N R R \ so' c" w c0' f A E=6" OR T-1" WHICHEVER IS LESS, AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN
• MINIMUM E=3"
i' c' c c o t L SEE MOO/F/CAT/O/t/ 33 c /4 63 Io
j \��• SNOI[11TY►) 'I = /� PROTECTION IS/IG- ' 9 \ I EXCEPT 5=16' MAXIMUM FOR 636-0
- ^I BAR I J ADJUSTABLE T' 12 • • N BELOW TO .STOP ✓O9 -O � � C BARS ,
T -- , , I4' 4 • c - R - F 1 \, x• c 6i' IO /' S=1T MAXIMUM, EVENLY SPACED POLYPROPYLENE PLASTIC STEP
wl l S• I I' S/4" b. X11'e• _ _ SHEET 2 OF I
1/4 ' / STIRRUP IQ• 1/6"RADATYR) t S.
t � 0 R ti� A 3!• T N 03✓ -
_ _ !QUARE CARRIAGE -t-- -- 14 12' •• K) N C 0 \�
-� I!* - MOLES DOLTS AND - •� { I = / , I_F2r_--F
E \ / / \ 1 T2 11"P LAN W - MANHOLES� AND UNDERGROUND VAULTS
�• 4' c R STANDARD PLAN �/ FOR B GREATER THAN TY SEE PROJECT PLAN
MEX. NUTS JN• w a, a 1/! -DIA. "N c' '• /,,
T -I - F n E EXCEPT W = 14" MINIMUM FOR
�/ \ TYPE 3 A MANHOLES AND UNDERGROUND VAULTS
- T :• - - / 6' f N U I 300-1 /
-- - ANCHOR - • - -- .T• ,� I 10' 10 lo' /-� 3REET1 Of!
•• :/ z / OR W/26 Y712'ORN4 SEE MOJECT .IAMB
6•x3/6"X6- :• :• V4VI ANCHOR :. NOTES: PLAN
END AMC 3►LICE ►LAT[ 2• 4" 4" 2" •• � /•. •
{ ,p,NT DR ILL AND TA ► NOL[ AND INSTALL • 1. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED SIDE CONNECTION L�
END DETAIL SPLICE DETAIL w1rN ails"/RECE33E0 HEX HOLE EITHER
w SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK, THE TOP SLAB OF THE BASIN MAY BE POURED A
EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY, USING THE SAME CLASS OF CONCRETE
PROTECTION BAR & STIRRUP LOCATION STIRRUP DETAIL AS IN THE BASIN. WHEN POURED MONOLITHICALLY, THE SIDEWALK SHALL BE PROVIDED WITH A SIDE ELEVATION
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER WEAKENED PLANE OR A 1 -INCH DEEP SAWCUT CONTINUOUSLY AROUND THE EXTERNAL PERIMETER AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
CATCH BASIN FACE PLATE ASSEMBLY STANDARD ft."
OF THE CATCH BASIN WALLS. INCLUDING ACROSS THE FULL WIDTH OF THE SIDEWALK. SURFACE OF
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD FLAN srAUNOANIO PLAN AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
.
PROMULGATED 6Y TtE ArwA-Aoc ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE, GRADE, COLOR, FINISH, AND SCORING TO PROMULwTto Br THE APR,
JOINTCO0'["A'"[ 6011fT' AND PROTECTION BAR 310-0 310-0 EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE BASIN. COOPERATNE COMMITTEE MONOLITHIC CATCH BASIN CONNECTION 308-0 srANIOANIOPLAw
IM'1 CATCH BASIN FACEPLATE ASSEMBLY AND PROTECTION BAR NSA � JOINT COOPERATIVE COMMITTEE STEEL STEP 635-1 .
USE WITH STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION SHEET t OF 8 - SHEET 4 O,, 2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS, AND SHALL NOT BE R16E � STANDARD SPECMICATIONS POR PUBLIC wows CONSTRUCTION MEET 1 OF 2 104
JOINT COOPERATIVE COMMITTEE
SHAPED BY PLASTERING. UK
USE TTTTN STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION MEET 1 OF 2
3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL AND
SUPPORT. BOLT AND FACE PLATE (6" TOP SLAB) PROTECTION BAR AND SUPPORT BOLT(S) WITH LATERAL SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE EXCEEDS
8 PERCENT, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE THE SAME AS THE NOTES:
FIXED STIRRUP(S) - (TYPE B) GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET NOTES:
+ 4. DIMENSIONS: 1. REINFORCING STEEL SHALL BE 1-1/2 INCHES CLEAR FROM FACE OF CONCRETE UNLESS OTHER- •
cults LINE to &, " 1 B 3 FEET 2 INCHES WISE SHOWN - 1. UNLESS OTHERWISE SPECIFIED OR NOTED, STEP MAY BE ANY TYPE SHOWN. _
b„X130fis 3-04 BARS X(W4c")1N ADDITION TO V = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE 2. REINFORCING STEEL FOR INSIDE FACE OF CATCH BASIN SHALL BE CUT AT CENTER OF OPENING 2. STEPS SHALL BE STEEL CONFORMING TO ASTM A307 AND SHALL BE GALVANIZED AFTER
FACE PLATE • A REINFORCING STEEL PER APPLICABLE 3/4" DIA. PROTECTION BAR CATCH BASIN AT THE OUTLET = 4.5 FEET. AND BENT INTO WALLS OF MONOLITHIC CATCH BASIN CONNECTION. RE!NFORCING STEEL FOR FABRICATION. IF STAINLESS STEEL STEPS ARE SPECIFIED OR CALLED FOR ON PLANS, THE
CATCH BASIN STANDARD PLAN SUPPORT BOLT AND I2 SECTIONS MIN.) - OUTSIDE FACE OF CATCH BASIN SHALL BE CUT 2 -INCHES CLEAR OF OPENING.
1/4'RAOUB - FIXED STIRRUP(TYR) THREADED EACH END(V2"N►T) Vu= THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT THE MATERIAL SHALL CONFORM TO ASTM A276, 300 SERIES.
FAC[ PLAT[ UPSTREAM END OF THE BASIN, AND SHALL BE DETERMINED BY THE REQUIREMENTS OF NOTE 3. CONNECTION SHALL BE PLACED MONOLITHIC WITH CATCH BASIN, THE ROUNDED EDGE OF OUTLET 3. BOTTOM STEP SHALL BE MAXIMUM OF 2 FEET ABOVE FLOOR OR SHELF.
S" 1/2"►IPE 1/2' PIPE 1/2"PIPE 3, BUT SHALL NOT BE LESS THAN CURB FACE PLUS 12 INCHES. SHALL BE CONSTRUCTED BY PLACING CONCRETE WITH THE SAME CLASS OF CONCRETE AS THE
CAP(NPTI YE BOLT
COUPLING(MPT) EYE BOLT CAP(NPT1 4. TYPES 1 AND 2 STEPS MAY BE CAST IN PLACE OR PLACED IN THE CENTER OF 1112- MINIMUM -
SURFACE COURSE TO BE IDEM- ",, V, = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE CATCH BASIN AGAINST A CURVED FORM WITH A RADIUS OF 3 INCHES. DIAMETER DRILLED OR FORMED HOLES AND SET WITH HIGH-STRENGTH (6,000 PSI MIN.),
• TICAL WITH ADJOINING SPECIAL , « NON -SHRINK GROUT. TYPE 3 STEP SHALL BE CAST IN PLACE.
63'/4 /o'y
SID!
AS !MowN ON K - - I INLET. NOTED ON THE PROJECT PLANS. 4. CONNECTIONS SHALL BE CONSTRUCTED WHEN:
Ilns'RAows �I / f • •' ' ' '' H = NOTED ON THE PROJECT PLANS. (A) PIPES INLET OR OUTLET THROUGH CORNER OF CATCH BASIN.
/ • I ^� W = NOTED ON THE PROJECT PLANS. (B) ANGLE A FOR PIPES THROUGH 30 INCHES IN DIAMETER IS LESS THAN 70 DEGREES OR
c //.••.. � • •I i t' i' MIM.
u FI _ GREATER THAN 110 DEGREES.
/ c" - •� A THE CATCH BASIN WALL TO WHICH THE CONNECTORTHE ANGLE, IN DEGREES, INTERCEPTED BY THE 7PIPENS ATTACHED.E OF THE
PIPE AND AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER BTA11DMO PLAN
I AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STPD PLAN 635-1
5. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECIFIED,
Flo / w THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN. WHERE THE 308-0 STEEL STEP SHEET 2 OF 2
I'/� MDL[ CONNECTOR PIPE IS SHOWN AT A CORNER, THE CENTERLINE OF THE PIPE SHALL INTERSECT THE MONOLITHIC CATCH BASIN CONNECTION 6NEEr2of2
- IN PLAT[ ,'/i INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A SKEW NECESSARY TO
, - ELEVATION INSURE MINIMUM 3 -INCH PIPE EMBEDMENT, ALL AROUND, WITHIN THE CATCH BASIN WALL, AND
« �� 3 -INCH RADIUS OF ROUNDING OF STRUCTURE CONCRETE, ALL AROUND, ADJACENT TO PIPE ENDS. A
,ol MONOLITHIC CATCH BASIN CONNECTION SHALL BE USED TO JOIN THE CONNECTOR PIPE TO THE DRILL AND TAP HOLE AND INSTALL ;: X 1'•: STAINLESS
CATCH BASIN WHENEVER ANGLE 'A• IS LESS THAN 70 DEGREES OR GREATER THAN 110 DEGREES, STEEL SOCKET SET SCREW WITH '4 RECESSED HEX N ' t lq" 1/2'
t� OR WHENEVER THE CONNECTOR PIPE IS LOCATED IN A CORNER. THE OPTIONAL USE OF A 'DIA PICK HOLE MOLE. ALL THREADS TO BE N.0 /2" /2
•'• I • FACE PLAT[ FAC[ PLAT[ MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE IS PERMITTED. MONOLITHIC CATCH BASIN 1 3/•" NON SLIP TREAD SURFACE
A NOTE: CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUTTING STANDARD LENGTHS OF PIPE. !
- T X t- DIAMOND MAT , . /18" .
FOR DETAIL! NOT SHOWN, SEE FAC[-----� ---- 6. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS, DEEP
/ - �I� • • .- •. AGENCY DESIGNATED -
/ . •
PLATE 14-I/2` Tor SLAB) SHEET 1. • THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM END WALL. STEPS SHALL BE
/• •.. y •:.' • • i �: LETTEINSCARS I" ALL
: •'� � . • � ' SPACED 12 INCHES APART. THE TOP STEP SHALL BE 7 INCHES BELOW THE TOP TO THE MANHOLE INSTALLATION LOCKING LETTERS 1' HIGH
/'� a, ` \\:•� AND PROJECT 2-1'2 INCHES. ALL OTHER STEPS SHALL PROJECT 5 INCHES. DEVICE
• •• '( I • .. 7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 7 FEET ON CENTER (MAXIMUM) ALONG THE
V ' Tom. •. I# I\\\,• BACKWALL. ELEVATION
II ' \�� • j r' /' \\•• 8. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: /•�
l .,..T: •I . ' - « ! / �3/4"HOl[� rI; wTY1. \\. /-''r• INSTALL
r u ui , 1/4 308 MONOLITHIC CATCH BASIN CONNECTION x LOCKING LOCKING DEVICE
SECTION : �I �� �' �1'/� HOLE 309 CATCH BASIN REINFORCEMENT r { .\• / DEVICE
OPENING FOR CONC. LOCATE WELDS IM' 310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR\'„ t't6-
PLACEMEHT(TYP.) , LONGER 6►AM SEB- o •-3/6'EYE BOLT of e _ - / / I r.' , 1/16" ,ti.
s/Is" x 13%'. �, r u r / / 312 CATCH BASIN MANHOLE FRAME AND COVER 5 ,�
INTERIOR FACE OF CATCH HENT WITH HEX NUTS \--SUPPORT BOLT �'�'/ I A �I ti _ A
BASIN END WALL S/i: x 13'I�u FACE PLATE ui 635 STEEL STEP AI ' I % vte' h' - ,
FAC[ PLATE v� - 1/2' B FIXED / - 636 POLYPROPYLENE PLASTIC STEP ` ~� �I�h• -
iTIRRU► PROTECTION BAR1-
i•'� '!
\ ,
3/4" DIA. ' - IPROTECTION BAR R•!/6' AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN L'r
�i l �ILNOLE(TYP) / PLAN
12" ► - Y a ','`� �R-!/•" �r CURB OPENING CATCH BASIN 300-12 2ryOUTSIDE CIA. OFCOVER 4 r =- A
i- i - DETAIL B 1 = '"-" r 1 NON -SLIP PATTERN
j• a rl - , I IMFORC[M[MT ,1 �r:' Yz" U
3/4` R/••X 0/S" _- - / (BEE CATCH BASIN STANDARD PLAN) 1 • ' • • 22• DIA. 1118- R i
- -_4 30UARE - ,CARRIAGE ` t • , I Z 4 U
MOLES BOLTS AN = - I '•'•� . •• ..' Z ) iiiaii DETAIL 'C' CLEAR OPENING p
MEX; NUTS - --�- - . + `+•. J I�
• I •} " I • I _- •W • • '. • / / ?< B I� J 27 DIA. CLEAR OPENING I•
-'I - j ^i A• A. ••. /, • uAr�'� 2"CL. t BAR! 1 3 SECTION A -A
ANCHOR, - •• • • •. I C MR6 l O 4 C d
F � EXTRACTION RESISTANT SURFACE
_ • • • > �I �. B BART 2"CL.
[ND ANCNOR(TYP.) f`x 3/6•x•" 2" 2• I/4 2 ANCHOR • . • • I w J F BARS Ix I .
SPLICE PLATE 2• 4• 4• 2• < - DETAIL "B"
END DETAIL JOINT EYE BOLT DETAIL STIRRUP DETAIL i z•cL.I A IUR6 t
SPLICE DETAIL x B BARS
I I- 13"
D I' 6 BARS I` I
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN x " tP �y L \� i�/!, %�/,
CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR 310-0 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR 310-0 PIAN
y '.
3"CL. � OUTLINE WHERE
SHEET 2 of 6 SHEET • OF • X/3(MIN.) BOTTOM BLAB RIB JOINS RIM E -
FACE PLATE ANCHORS / FINISHED SURFACE ROUESJOI
NINEVMER� I '/2" GRADE 60
Noyes: TYPICAL REINFORCEMENT DETAILS ,•• R I :1 � � ' SAME ANGLE REINFORCING STEEL BAR
AA' 3%4" THROUGHOUT
GENERAL •
AICH SHALL MAX. MAX. A i B C D E F G GAP IN RIM OF COVER OPPOSITE PICT( HOLE ' °
2. EXCLUDING SET SCREWS, 1. ALL PARTS SHALL BE EALL EXPOSED METAL PARTSL. EXCEPT SET SCREWS, HSHALL BE GALVANIZED AFTER FABRICATION. W V t ff BARS BARS BAR$ BARS BARS BARS BOTTOM OF MANHOLE COVER DETAIL "C" • D
3. CURB FACE SHALL BE AS NOT ON THE PROJECT PLANS. 3.5' 8' 6" •w
6 TYPICAL V 4. CURB BATTER SHALL BE 3:12 UNLESS OTHERWISE SPECIFIED. 3.5' 12' 8" 6" 0 e �' - - - 046 -
FACE PLATE 7' 6' 6" 6" N2 ®18 046 /8 - AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
5. FACE PLATE LENGTHS SHALL BE CATCH BASIN W PLUS 12 INCHES EXCEPT AS MODIFIED FORA T 12' 8" 8" ! / - - - �B - STANDARD PLAN
'CURB OPENING CATCH BASIN AT DRIVEWAY". 14' 4' 6" 6" - #u„ 17 #40,18" - - - PROMULGATED BYn1EAPwAAOC CATCH BASIN 312-0 eye" ° o- •e a
u' 6' 6" e" - #4/„ 17 #u„ 18" JOINT COOPERATIVE Comma MANHOLE FRAME AND COVER
• , :. �'• 'r , t 6. WHEN THE LENGTH OF THE FACE PLATE IS BETWEEN 22 FEET AND 43 FEET, TWO SECTIONS MAY BE - _ _ _ 1a••
A0° a USED. WHEN THE LENGTH EXCEEDS 43 FEET, THREE SECTIONS MAY BE USED. SECTIONS SHALL BE 14' 12' 6' 10 #4 6' #4tr, 18' USE wml STANDARD SPECIFICATIONS F011 PUBLIC WORKS CONSTRUCTION SHEET 1 of 2
• . , •,= SPLICED ACCORDING TO THE APPLICABLE SPLICE DETAIL. SPLICE SHALL BE PLACED ONE FOOT 28• 5' 6" 8, #40,24" - - - #4(.18" - SECTION A -A SIDE ELEVATION
••• FROM A SUPPORT BOLT.
s L / • 7. WHERE CATCH BASINS ARE TO BE CONSTRUCTED ON CURVES, THE MAXIMUM CHORD LENGTH FOR 28' 6' 6" 8•• #41., Is" _ _ _ #40,18" _
h" 0 STEEL ANCHORS. 21' O.C. MAX., THE FACE PLATE SHALL BE SUCH THAT THE MAXIMUM PERPENDICULAR DISTANCE TO THE TRUE 28' T 8" 8" #4r" 1T #44,18"
ALTERNATE UPPER AND LOWER CURVE SHALL NOT EXCEED ONE INCH. WHERE MORE THAN ONE CHORD IS REQUIRED, CHORD 28' S' S" 8" #4r" 13" - - - #40. 18" -
t ANCHORS AS SHOWN LENGTHS SHALL BE EQUAL. CHORD SECTIONS SHALL BE SPLICED ACCORDING TO THE APPLICABLE 28' 9' a" 10" #40,15" - - - #40, I8" - AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
HOOK ANCHOR - 4'/2" TOP SLAB SPLICE DETAIL (MODIFIED TO FIT THE CHORD DEFLECTION) AND A SUPPORT BOLT SHALL BE 28' 10' 6" 10 #40,17 - - - #40,18 - PROMULGATED •YTEAPWA-AGC
srAMOARo PLAN
PLACED ONE FOOT FROM THE SPLICE. 28' 11' 8' 10" #5,,,15' - - #4 i„ 10' #4/„ 18' #4/„ 18" POLYPROPYLENE PLASTIC STEP
JOINT COOPERATIVE COMMITTEE 636-0
8. ROUND HEAD ANCHORS FOR THE FACE PLATE SHALL BE NELSON H -4F SHEAR CONNECTOR, KSN 28' t2 e" to^ #60, #40, 9 #40, t8 #4r0 te" tf81
WELDING SYSTEMS DIVISION SHEAR CONNECTOR OR EQUAL. FOR W > 28', V > 12' OR B> 4' SEE PROJECT PLANS NOTES: USE WITH STANDARD SPECIRCATKMIS FOR PUBLIC WORKS CONSTRICTION MEET 1 OF 2
!• SUPPORT BOLT t. THE CAST IRON USED SHALL CONFORM WITH ASTM A-48 CLASS 35B.
TYPICAL A 9. SUPPORT BOLTS ARE REQUIRED WHEN THE LENGTH OF THE CATCH BASIN OPENING IS 7 FEET OR CURB OPENING CATCH BASIN REINFORCEMENT 2, THE FRAME AND COVER SHALL BE COATED WITH ASPHALTUM OR BITUMINOUS PAINT AFTER -
36 GREATER, AND SHALL BE EVENLY SPACED ACROSS THE OPENING. SPACING SHALL NOT BE LESS
THAN 3 FEET 6 INCHES ON CENTER NOR GREATER THAN 5 FEET ON CENTER. TESTING AND INSPECTION.
• • .�� � • • � r 3. FOUNDRY IDENTIFYING MARK, HEAT AND DATE SHALL BE CAST ON THE BOTTOM OF THE COVER ,
••'• • STIRRUP y(n•) SIDE AND END AND ON THE INSIDE OF THE FRAME. A
:^ • 10. FOR TYPE A, THE MATERIAL SHALL BE CAST STEEL. WALL STEEL , 1�• "CORD
JJ�� /B� tw
R - 1 , ; t'cl 4. MAPORTED COVERS AND FRAMES SHALL HAVE THE COUNTRY OF ORIGIN MARKING IN COMPLIANCE F �� ® DRAWING
' PROTECTION BAR MAX. (in.) G BARS > T 2"el. WITH FEDERAL REGULATIONS.
11. TYPE A SHALL BE USED UNLESS OTHERWISE SPECIFIED. 4 6 #4 la 10" 5. WEIGHT OF FRAME SHALL BE 30 POUNDS. WEIGHT OF COVER SHALL BE 85 POUNDS. ACTUAL
• _ 12. FOR TYPE A, THE BAR SHALL BE CUT TO FIT IN THE FIELD. WHEN -W IS OVER 21 FEET, THE a a N4 (n 6' 6 BARB WEIGHTS SHALL BE WITHIN A RANGE OF 95% TO 110%. 1 :71 ''>C' RECORD DFINwVINGS HAVE LEEN PREPARED, IN
• • • • : •.L. • •. i�• • • •' B BAR! r A ,.
S / PROTECTION BAR SHALL CONSIST OF 2 OR MORE SECTIONS. A SPECIAL CONNECTOR BETWEEN 12 10 #'S (u 6' 6 THE MANHOLE FRAME AND COVER SHALL BE INSPECTED BY THE ENGINEER PRIOR TO SHIPMENT �, � m E lirii, �'�+.} THE EIASIS OF INFORMATION COMF1! ED AND
�A 3 - TO THE JOB SITE. ACCEPTANCE WILL BE INDICATED BY THE AGENCY'S MARK. C,., Q 30 - 0 s
h" 0 X F STEEL ANCHORS. 15' O.C. MAX., • THE PROTECTION BAR PIECES SHALL CONSIST OFA 5 INCH LENGTH OF STANDARD /. INCH PIPE * �^N+L_- * R ;S+1ED BY OTHERS. THE ENGINEER WILL NOT Sc
ALTERNATE UPPER AND LOWER ANCHORS WITH STANDARD COUPLINGS FULLY THREADED ONTO EACH END DRILLED AND TAPPED FORA FOR V>12' SEE PROJECT PLANS i i 7. THE PROOF -LOAD FOR TEST METHOD B OF THE STANDARD SPECIFICATIONS IS 28,600 POUNDS. n
AS SHOWN SOCKET SET SCREW AS DETAILED FOR THE DOWNSTREAM END ANCHOR. a" CL. B BARS ft
FIEISLE FOR ANY ERRORS OR OMISSIONS WHICH
cInAl. HAVE BEEN ]INCORPORATED INTO THE DOCUMENTS AS
ROUND HEAD ANCHOR - 41/2" TOP SLAB 13. FOR TYPE B, THE BAR SHALL BE TWO PIECES. TWO EYE BOLTS AND A WELDED STIRRUP ON EACH GRATING CATCH BASIN REINFORCEMENT TYPICAL REINFORCEMENT DETAILS SCF Af�TTHEREOF.
SUPPORT BOLT ARE REQUIRED.
14. NUMBER OF PROTECTION BARS AND LOCATION(S) AR AS FOLLOWS: NOTE: UNLESS OTHERWISE SPECIFIED REINFORCEMENT FOR CURB OPENING AND GRATING
_ CATCH BASINS SMALL TERMINATE 2 INCHES FROM FACE OF CONCRETE.
MAXIMUM CURB FACE
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN
STANDARD PLAN CATCH BASIN MANHOLE FRAME AND COVER 312-0 BENCH MARK: # 361 BASIS OF BEARINGS: CITY OF FCALIF0RNIA
v� 7• r T w 11- 13• w ls• M• lr lr JOINT C OPERATM COwITTEE CATCH BASIN REINFORCEMENT 309-0 fMEET2Of C0°�"A�C011'a"�E SPIKE IN NORTH FACE OF THE C.L. OF CHERRY AVE. BEING
8:12 8 8 3.51 3•Y 3.51 4•51 ABY S. 3•Y 3.5' ABS' ABY 4.5'
• ' • / ¢ Z USE V. -,-h STANDARD 3PECIRCATKMN6 FOR Pu6Ut wom cONSTRIXRION MEET 1 OF T PP # 1536697E . @ S.W. N 008 DB' D9" E PER P.M. 1959,
' 3s mi 1:12 6 / 3.5 7.5• 3.51 4•Y A•Y S -Y 3.5• 7.5- A•S' A•S• 5.51 N COR. OF BASELINE AVE. P.M.B. 28/ le WAS USED AS THE
• : - ••' m 2:12 8 8 5.5- 7.51 A.Y 4•51 S�S 5.Y 3.5- ABS• 4.5• 5.5• 5.5- Z 6 SULTANA AVE.
• m PLANS PREPARED FOR BASIS OF BEARINGS FOR THIS PLAN
14 2 Q 5:12 8 • 5.5 3.51 4.5• 4•5 5.5 3.5 A5 A.S' 5.Y S-51A.S' G ELEVATION: 1365.01 DRAWN BY: SCALE:
• �' Jb �" PREPARED IN THE OFFICE OF CONSTRUCTION
�6 A:12 8 3•S 7.5' A5• t5' S5 Ss ss ►s As s.s .s• As pFESSjp
h• 0 STEEL ANCHORS. '
• 21' O. C. MAX.,ALTER NATE
-••'. • LEWIS HOMES OF CALIFORNIA MADOLE AND ASSOCIATES, INC. oQa �+� DESIGNED: AS SHOWN
UPPER AND LOWER e 1 2• 3• - -
Q���, �ylr DETAILS
ANCHORS AS SHOWN T�f• NUMBER OF PROTECTION BAR ATTN Ms. MINI RAYL OF THE INLAND EMPIRE �
• 1156 N. MOUNTAIN AVENUE 10601 CHURCH STREET STE . 107' - -
• Uj
FOR OTHER CURB FACE OR BATTER SEE PROJECT PLANS P.O.
BOX 67O RANCHO CUCAMONGA. CA 91730 I= No. 14814�m CHECKED: TRACT NO. 15709 - DATE:
HOOK ANCHOR - 6" TOP SLAB •TYPE A PHOTECTKRN BAH ONLY BOX v
AMERICAN PUBLIC WORKS ASSOCIATION SOUTHERN CALIFORNIA CHAPTER STANDARD UPLAND, CA 91786 PHONE (909) 948-1311 Exp: 3-31-01
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER •TA►•DA� PHONE: (909) 985-0971 JOB NO. DWG. NO. SHEET NO.
310-0 310-0 q,xC. - Cl oi�..•+�-✓. ���-�
CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR SHwSOFf CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR MEETfoF6ENGR'S DATE CIT DATEOF CALIF 126-1150 APPROVED - �� 25 6 4 OF q.
REVISIONS APPROVAL APPROVAL 4JMADOLE R . C . E . 14814 DATE CITY ENGINEER R . C . E . 25126
*P* CITY OF FONTANA BLANK BASE - 21 [0, 255] PF: 1050 15 27 -Oct -97 06:56 PM / 126-1050-1
• A
DWG. OA TE: /2-3/ 'q7