HomeMy WebLinkAbout2902-34N2TES:
'�#`ACE PLATE
ASSEMBLY IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR,PROPOSED
1, WHERE THE BASIN
F*x"CI SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK, THE TOP SLAB OF THE BASIN MAY BE POURED
CURB, FACE 4,41" EITHER MONOLITHIC WITH THE $I I OEWALK OR SEPARATELY, USING THE SAME.CLASS OF CONCRETE
$40 12*
EACH WAY AS IN THE BASIN, WHEN POURED MONOLITHICAU.Y, THE SIDEWALK $HALL BE PROVIDED WITH A
4 R STREET GOTTEN
)R LOC�L DfPRE4SION WEAKENED PLANE OR A I -INCH DEEP SAWCUT CONTINUOUSLY AROUND.THE EXTERNAL PERIMETER
FACE 4,,ve -�-FLQW LINE SURFACE
�4 ------ OF THE CATCH BASIN WALL% INCLUDING ACROSS THE FULL WIDTH OF THE SIDEWALK. SURFACE OF
PLATE
-SCORING ALL EXPOSED CONCRETE $HALL CONFORM IN $LOPEf GRADE, COLOR, FINISH, AN[) SCORING TO
U,451,nw 1. - 24,000 P*-. -to LINE 4
U. f. R I Mft_* Tit, 1 4, 1-6 To 6� G OR PROPOSED CURB AND WALK ADJACENT TO THE BASIN.
til'spim. 6Nth OW �44�qf`ltil* ol.miti, moy illf _40 (�D "" I 21ATRA04 x A f EXISTIN
_31 SLOPE
1*4 014 Z SIDE$ OF CURB LINE It I ---
i MANHOLE FRAME 2, ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY cvRvEb FORMS, AND SHALL NOT BE
It. =4 1 1. - ti
=1r. it; I"ptill DOWEL IT TPI I* Ct EAR -
I AND 0YEA_ SHAPED BY PLASTERING.
_CT
L
Old Tw, 2 yfixivq *it SECTION B -B
FW"
WO h6ght imr bi by C lislwo j6,4 Iti Whit L STEPS, 3. FLOOR OF BASIN SHALL 8EGIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL AND
Fit 1AI 1101LIASIN LATERAL SLOPE OF I:t2 MINIMUM AND 1:3 MAXIMUM. EXCEPT WHERE THE GUTTE GRADE EXCEEDS
Was, S NFA�H E.FRAME > 8 PERCENT, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE THE SAME AS THE
fL so le- AND COVER._'_ t
Wilt h�.W" T GUTTER GRADE, SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET,
Ak" 3'
iECTION C -C F 4. DIMENSIONS;
W I I
-silip't 'aws 4'MIN
ft.] 8 - 3 FEET .2 INCHES
J, I
E Ballet 14:12 12' MAX
TYPICAL LAYOUT EXAMPL V � 'THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CUP13 ANCITHE INVERT OF THE
3, CATCHBA$IN AT THE ouTLFT 4�5 FEET.
04011t- owl
of livi, -it
r"j.t,j 1. �"v 9 1 1
'aint d Vu= THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT THE
a., off - 4* STEPS
0 f -w 'da of 0.
Ir Aj UPSTREAM END OF THE BASIN, AND $HALL BE DETERMINED BY THE REQUIREMENTS OF NOTE
a PART PLAN A OPTIONAL SUSGRADE
lip -A 3, BUT SHALL NOT BE LESS THAN CURB FACE PLUS, 12 INCHES.
Ws I . id. Dminsois's te t.p j,
V
V
'AU
z" A
H- 1'.bo' OA -ft 91wrA-, -CONNECTOR PIPE V, THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB ANDTHE INVERT OF THE
ij OR, NlOf%ft
di.- CATCH A
f7L
C4.0 k' L OPTIONAL ROUGHENED CONNECTION INLET. NOTED ON THE PROJECT PLANS,
H-4'
CONST JOINT (TYR)
H = NOTED ON THE PROJECT PLANS,
#4 01 INLET OUTLET IN = NOTED ON THE PROJECT PLANS.
C .60 R.C. PIPE DETAILS 5ggT1!2N,A,A A - THE ANGLE, IN DEGREES, INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE AND
Im. Imimg 'we I a I ILI WIN W on -C)OWEL (TYPI__-"'�
SECTION 0-1) THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED.
TYPICAL SECTION TYPICAL SECTION
H-4THRU 19' W 1 ie THRU 5frl I. it IWd 6 PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS UNLESS OTHERWISE SPECIFIED
THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN. WHERE THE
PLA
Nt�plo�ll suip CONNECTOR PIPE, IS SHOWN AT A CORNER, THE CENT"LINE OF THE PIPE $HALL INTERSECT THE
z INSIDE CORNE 1 8 OF THE BASIN, THE PIPE MAY BE CUT AND TRIMMED AT A SKEW NECESSARY TO
G a 1z INSURE MINIMUM 3 -INCH PIPE EMBEDMENT, ALL AROUND, WITHIN THE CATCH BASIN WALL, AND
1; 4 3 -INCH RADIUS OF HOUNDING OF STRUCTURE CONCRETE, ALL AROUND, ADJACENT TO PIPE ENDS,
MONOLITHIC CATCH BASIN CONNECTION SHALL BE USED TO JOIN THE CONNECTOR PIPE TO. THE
V SECTION E -F
0 CATCH BASIN WHENEVER ANGLE 'A' IS LESS THAN 70 DEGREES OR GREATER THAN 110 DEGREES,
OR WHENEVER THE CONNECTOR PIPE IS LOCATED IN A CORNER, THE OPTIONAL USE OF A
9 _�O- - J 3__
owl'.i a oiratid Iwo he e I"
Elqftive. -5 W lz V T11
?C
-16 U
P.P. wf�
1#6 ows lat �lt*
J 1? '9.
GwM I.- ot
1E
Ulf hook 00 11, 0
for.
ZA4-,
14 4? la , �co
T -Tv L
E. NU , Via L I I I I LEI 11 1-
C. I.W4, -4 Z-16012:-
SY It OF CALIFORMA
vis ""l IN -ILA
1-1 U� _' 7_-_E TYPE A TYPE B DEPARTMENT OF TRANSPORTATIONI
ft W1 44. i.0044
&F- END ELEVATION
PiPE CULVERT
SECTION F -F TYPE C WALL STRAIGHT WINGWALLS
ALUt.5 FOR F
_T_
STRUCYURAL DATA
REINFORCED CONCRETE WINGWALLS
WALL ANDSLAB DIMENAIONS
AND REINFORCEMENT REQUIREMENTS
Norm I C. H.,
VVp1es*IGn--- Normal C.H Noi-mai C.H.---, ,-Nrinal C.H.
-rC, H.
Gutter Flow Llno-,, -6 Gw� i��
Di",
I IF
I
Fz- -
st, V lo�
STANDARD
300-1
11"M 1 Of 2,
It 1&'
14'
a'
to,
I?
it IV 20,
1
IF
14' 4� 1 6' 6*
14'-e'4'- r _Ier;ar ver ie. -2,
-Cutter FL
Normal -- Curb NQTES
CA -Normal CA strurght Gr WI
1.10- Width of dapir d apron. Depressud aprons
tho Ider end 4, 6
Hike up sh., 1 0. 41 ones 1,01 In
_41 cIty street is u a
The glitter depre start
W ITO I I thickness of D- Gutter Depression. a
Guitar- "-Gutter SECTION D -D bosin vor;obts shatl be I'/,- for Shoulder and V/.- ro
SEC rION G-113 In city street gutter or tocotloris outside of
Valley Slope Oriii Lino Nornial Clear shoulder unless Otherwise shown.
Nor mof I C. H. C H Vote C. H.'- Curb Holghf.
163 _,"t Opening -*-?G Straight Grade, 0owlinfloro Slope.
PLAN _/F
�C.H. -0 Guitar or Shcultwo olrectlon of flow.
C. � I
Norme I C. H.- Normal C.H.
TYPE GOL IRLEY ON GRADE v
2. Gutter depres6lons shall be 8- thick.
0 �D C.H.-D,
3. Estabi I an curt, opening halGht at midpoint
Cutter 'Cutter of grate,
t 4. Details shovi for FCC paverrent. When AC
Cutter Slope-, Vol ley Gutl_ ...PGfji ter p variant Is used, corners to be cut off
-- ---- as shown on Uotoll of Asphalt Concrete
Curb Opening Valley am Gross Povement.
See Note 3 slope Gis Gutter- '4al joy oMe cross slopis
0 as gutter
7�
MANHOLE IPE TO PIPE
STATE OF c4lilovNIA
PLAN PLAN DEPARTMENT OF TRANSPORTATION
-4
d -O,
Id -Or L�4;!
!LANI
SHEET 2, Of 3
(COO SHOWN) INLET -S -IN.. -GRADE SAG NO SCALE D78
1,
A
ft NLINIE. 10 3W OR LARGER
i e
TT
6, Y
A
�.w
I've
e-6 .17 -7
.'.1 a IVA e-91, I WF1
6 bill
a It
_U 11, Z4 Of
I j!AjHr4j?Ifij
If it 9 owe Is's .6�2
9
RA
a a"
M
19 1
25 1 1 ]7
To I
206
THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN. WHERE THE
PLA
Nt�plo�ll suip CONNECTOR PIPE, IS SHOWN AT A CORNER, THE CENT"LINE OF THE PIPE $HALL INTERSECT THE
z INSIDE CORNE 1 8 OF THE BASIN, THE PIPE MAY BE CUT AND TRIMMED AT A SKEW NECESSARY TO
G a 1z INSURE MINIMUM 3 -INCH PIPE EMBEDMENT, ALL AROUND, WITHIN THE CATCH BASIN WALL, AND
1; 4 3 -INCH RADIUS OF HOUNDING OF STRUCTURE CONCRETE, ALL AROUND, ADJACENT TO PIPE ENDS,
MONOLITHIC CATCH BASIN CONNECTION SHALL BE USED TO JOIN THE CONNECTOR PIPE TO. THE
V SECTION E -F
0 CATCH BASIN WHENEVER ANGLE 'A' IS LESS THAN 70 DEGREES OR GREATER THAN 110 DEGREES,
OR WHENEVER THE CONNECTOR PIPE IS LOCATED IN A CORNER, THE OPTIONAL USE OF A
9 _�O- - J 3__
owl'.i a oiratid Iwo he e I"
Elqftive. -5 W lz V T11
?C
-16 U
P.P. wf�
1#6 ows lat �lt*
J 1? '9.
GwM I.- ot
1E
Ulf hook 00 11, 0
for.
ZA4-,
14 4? la , �co
T -Tv L
E. NU , Via L I I I I LEI 11 1-
C. I.W4, -4 Z-16012:-
SY It OF CALIFORMA
vis ""l IN -ILA
1-1 U� _' 7_-_E TYPE A TYPE B DEPARTMENT OF TRANSPORTATIONI
ft W1 44. i.0044
&F- END ELEVATION
PiPE CULVERT
SECTION F -F TYPE C WALL STRAIGHT WINGWALLS
MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE IS PERMITTED. MONOLITHIC CATCH..BASIN
DOWEL QgTAI CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUTTING STANDARD LENGTHS OF PIPE,
6. STEPS SHALL BE, LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS,
THEY $HALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM END WALL. STEPS SHALL BE
SPACED 12 INCHES APART� THE TOP STEP SHALL BE 7 INCHES BELOW THE TOP To THE MANHOLE
AND PROJECT 2-11� INCHES, ALL OTHER STEPS $HALL PROJECT 5 INCHES,
7� DOWELS ARE REQUIRED AT EACH CORNER AND AT 7 FEET ON CENTER (MAXIMUM) ALONG THE
BACKWALL,
8. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN.
308 MONOLITHIC CATCH BASIN CONNECTION
309 CATCH. BASIN REINFORCEMENT
310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR
312 CATCH BASIN MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIG STEP
HEADWALL$, ENDWALLS AND WINGWALLS
TYPES A, 0 AND C
NO SCALE J DO 0
A 1wilk W
lk= AMA Am L) a&
PRE CULWERT 0"OEN-11, A LL
n -
ALUt.5 FOR F
_T_
STRUCYURAL DATA
AMERICAN PURLIC WORKS ASSOCIATION SOUTHERN CAUFORNIIA CHAPTER
WALL ANDSLAB DIMENAIONS
AND REINFORCEMENT REQUIREMENTS
Norm I C. H.,
VVp1es*IGn--- Normal C.H Noi-mai C.H.---, ,-Nrinal C.H.
-rC, H.
Gutter Flow Llno-,, -6 Gw� i��
WX MAX
IN V
I
I IF
I
PROMULGATED BY THE APWAAGC
iotta CooPeRATIve COMMITTEE
REV. 1992
"T
W_ '21
STANDARD
300-1
11"M 1 Of 2,
I
G* V
N R
0 E
I
F
0
E
N
R
E
R
E
D
3.5' 12' 1 '8
V
SECTION C -C Top of Curb-, Level,, 0. 11/4" Wx WITH DIKE
NorffQf Gutter FL , In SMW I der TYPE OS AND O,L INLETS IN GRADE SAO (Single Grote Shown),
14' 4� 1 6' 6*
14, lie I $*I
-Cutter FL
Normal -- Curb NQTES
CA -Normal CA strurght Gr WI
1.10- Width of dapir d apron. Depressud aprons
tho Ider end 4, 6
Hike up sh., 1 0. 41 ones 1,01 In
_41 cIty street is u a
The glitter depre start
W ITO I I thickness of D- Gutter Depression. a
Guitar- "-Gutter SECTION D -D bosin vor;obts shatl be I'/,- for Shoulder and V/.- ro
SEC rION G-113 In city street gutter or tocotloris outside of
Valley Slope Oriii Lino Nornial Clear shoulder unless Otherwise shown.
Nor mof I C. H. C H Vote C. H.'- Curb Holghf.
163 _,"t Opening -*-?G Straight Grade, 0owlinfloro Slope.
PLAN _/F
�C.H. -0 Guitar or Shcultwo olrectlon of flow.
C. � I
Norme I C. H.- Normal C.H.
TYPE GOL IRLEY ON GRADE v
2. Gutter depres6lons shall be 8- thick.
0 �D C.H.-D,
3. Estabi I an curt, opening halGht at midpoint
Cutter 'Cutter of grate,
t 4. Details shovi for FCC paverrent. When AC
Cutter Slope-, Vol ley Gutl_ ...PGfji ter p variant Is used, corners to be cut off
-- ---- as shown on Uotoll of Asphalt Concrete
Curb Opening Valley am Gross Povement.
See Note 3 slope Gis Gutter- '4al joy oMe cross slopis
0 as gutter
-e
MANHOLE IPE TO PIPE
STATE OF c4lilovNIA
PLAN PLAN DEPARTMENT OF TRANSPORTATION
SECTION B-Ef TYPE GO AND GDO INLET GRADE SAG TYPE GITHRU G6 GT3 AND GT4 GUTTER DEPREMONS
!LANI
SHEET 2, Of 3
MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE IS PERMITTED. MONOLITHIC CATCH..BASIN
DOWEL QgTAI CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUTTING STANDARD LENGTHS OF PIPE,
6. STEPS SHALL BE, LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS,
THEY $HALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM END WALL. STEPS SHALL BE
SPACED 12 INCHES APART� THE TOP STEP SHALL BE 7 INCHES BELOW THE TOP To THE MANHOLE
AND PROJECT 2-11� INCHES, ALL OTHER STEPS $HALL PROJECT 5 INCHES,
7� DOWELS ARE REQUIRED AT EACH CORNER AND AT 7 FEET ON CENTER (MAXIMUM) ALONG THE
BACKWALL,
8. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN.
308 MONOLITHIC CATCH BASIN CONNECTION
309 CATCH. BASIN REINFORCEMENT
310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR
312 CATCH BASIN MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIG STEP
HEADWALL$, ENDWALLS AND WINGWALLS
TYPES A, 0 AND C
NO SCALE J DO 0
A 1wilk W
lk= AMA Am L) a&
PRE CULWERT 0"OEN-11, A LL
n -
ALUt.5 FOR F
_T_
I'/Z*
'39,
AMERICAN PURLIC WORKS ASSOCIATION SOUTHERN CAUFORNIIA CHAPTER
4_2�_
Norm I C. H.,
VVp1es*IGn--- Normal C.H Noi-mai C.H.---, ,-Nrinal C.H.
-rC, H.
Gutter Flow Llno-,, -6 Gw� i��
SHEET I OF 3
_14 -
PROMULGATED BY THE APWAAGC
iotta CooPeRATIve COMMITTEE
REV. 1992
CURB OPENING CATCH 13ASIN
STANDARD
300-1
11"M 1 Of 2,
Normal Gutter FL Glitter TYPE OS AND OLINLETS ON GRADE CONCRETE PAVEMENT
Slope -(See Note 41
Top of Curl) 12" Variable Curb Opening
C.H. MI n \C. Hq 6"for dike Normal 61-01, 6' 0" - Straight Grade_ C-Normol
U C111 Nor trial \ \ Cutter
or A-6 curbs CA 11 R" C.N. 5hOulder Stop
a"for A,6 curbs
C.10D
cut a
I - W
7. SeCTION E -E
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
300-1
$HEIET 2 OF 2
CURB OPENING CATCH BA SIN
USi WTF',k STANDARD SPECWI�CAr%t70�4PWOC WORKS CONSTRUCTION
F F OPTIONAL OUTSIDE
EDOES TO BE EDGE OF CONCRETE
4
ROUNDED
TO 3' R
0 BARS ij !
1. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS
B. THE OOT50E O�AMETER OF THE LATERAL, MUST BE: LESS THAN CIR
_r THAN 2* -10 1/2* FOR PAVED STREETS OR 3'-6' FOP, UNPAVED STREETS,
R 10 OF SPVR EQVAL TO 1/2 THE INSIDE DIAMETER OF THE, MAIN LINE. IF THE
-3 TIE BAR C' t tc '0 CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND DETAIL *N',
4-AlS. E BARS, At IN 1 SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED PER UPSTREAM AND DOWNSTREAM DIAMETERS OF THE MANHOLE ARE NOT
% THE SAME, THE GOVERNING INSIDE DIAMETER OF THE MAIN LINE.
SECTION C -C, WHEN DIAMETER Di
'31-31 LONG, Nx
ii BARS IS 48' OR L.ESS, CENTER OF SHAFT
SEE NOTE
T I Zr BAR MAY BE LOCATED PER NOTE t $HALL BE CONSIDERED TO BE THAT WHERE THE EXTENDED CENTER
0 BARS 0* LONG
LINE OF THE LATERAI ENTERS THE MANHOLE.
P4
SEE NOTE 9-1/1- 2, CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE Or C. IN NO NSTANCE SHALL THE INSIDE,DIAMETCR OF LATERAL TO
DETAIL 'N"
'�A REATER THAN 30%
5� 3-#,1 j BAR$ 4'-0' STORM DRAIN WHEN DIAMETER Df IS 4�5* OR LESS� IN WHICH CASE PLACE THE MANHOLE BE 0
IRINGS ANDCOVER NOT SHOWN) §
LONG 3' OC CON'T E BAR$ SYMMETRICALLY AROUND SHAFT AT 45* WITH CENTER LINE AND
F- ADVIL, UARS 6' OC (SEE NOTE 11 3 MANHOLE, FRAME AND COVER $HALL CONFORM TO STANDARD PLAN 630-
T 9 OMIT J BAR$.
iiNSWE EDGE OF UNLE-s$ OTHERWISE SHOWN.
MANHOLE, SEE NOTE 2
PLAN -3. L AND P SHALL HAVE THE,FOLLOWING VALUES UNLESS OTHERWISE SHOWN
14, MANHOLE SHAFT $HALL CONFORM TO STAP40ARD PLAN 324 UNLESS
(SHAF T NOT SHOWN) z A,
g ON THE Paojec'r DRAWINGSt
OTHERWISE SHOWN�
A-1, PIPE SEAT LEVEL. A. Dz=96- OR LESS_L-,56'. P--5*
SEE POTE 13
OVER 96% L --6'-O', P�:8*
B. D2 15� INHERE A, MANHOLE SHAFT 36 -INCH VVITHOUT REDUCER 13 -SPECIFIED
MANHOLE FRAME 0
L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE REFER To STANDARD PLAN 3�6,
E5AR
5 TR ---E 7 ANOCOVER PER 51 1 ENQS� WHEN L GREATER THAN THAT SHOWN ABOVE 15 SPECIFIED. 0 BARS
ORADE STO, PLAN Gmj 16� WHERE A PRES*$URE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS
0 ___ I I ) SHALL BE CONTINUED 610C,
R SPECIFIED REFER TO STANDARD PLAN 328,
'31 24'
MANHOLE SHAFT 4 STATIONS OF MANHOLE$ SHOWN ON PROJECT DRAWINGS APPLY AT CENTER
2 -4*!?'-4'
PER STO�
5'g?' PIPE LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF SHAFT AND I'?, WHERE A PRESSURE MANHOLE SHAFT 36 -INCH WITHOUT REDUCER 13
PLAN 324-- Z
EA SPECIFIED REFER TO STANDARD PLAN '329.
REFER TO THE PROLONGED INVERT f�RADE LINES,
F rAR5
Lu 5, REINFORCEMENT $HALL CONFORM TO ASTM A 615. GRAUE 40, AND $HALL
-TtI31E DAR$
I-FGRADE POINT'ri'.' 11_�� TERMINATE 1 1/2' CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE
5_1 i\ �i ZIRIZ
STEPS - SHOWN� THE FOLLOWING. STANDARD PLANS ARE INCORPORATED HEREINt
SEE NQ1E 4
Z 'p
TIE BAR _L
'i9i - SECTION B-6 6. FLOOR OF MANHOLESHALL BE STEEL TROWELED TO SPRING LINE.
0 4- J BAR$ 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER.
R, UND
7� BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS 0 326 MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER
A EOCE5 lo" PERATION 1
U , 'To SPRING LINE- pt 32$ PRESSURE MANHOLE SHAFT - WITH ECCENTRIC ii
CONCRETE RINGS EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY MAY
INLET j i
44f4iIfj' OC PER STD� /--STREV IjRAQE BE PLACED AT SPRING LINE. 329 PRESSURE MAN�OLE SHAFT 3r, -INCH WITHOUT REDUCER
00 BQTH WAY5� ELEVATION
PLAN 3?4-- 630 24 -INCH MANHOLE FRAME AND COVER
APPLIES AT 5,. 1* RING SEAT B THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A 633 36 -INCH MANHOLE FRAME AND COVER
TO BE USED THIS POINT OMIT THIS
WHEN �I2 is ---H BARS LEVEL SEAT BUT $HALL NOT BE LE53 THAN THE TABULAR "VALUES FOR F 635 STEEL STEP
60' OR QiER-/ STEP IN
SEE FABLE
SHOWN ON TABLE SR, 1, 635 POLYPROPYLENE PLASTIC STEP
PAVED,
-SECTION A -A STREETS M�
E BARS 9, 0 BARS SHALL BE a4 FOR D,2��39' Of? LES$� m5 FOR 02=42' 'To �4,
H BAR$ -
INCLUSIVE AND w6 FOR D2--90' OR OVER,
OR #4
TIE BAR$ 10- CENTER LINE OF INLET PIPE SHALL INTERSECT INSIDE FACE OF CONE AT
i6l FOR PAVEO I' -
F J BARS SPRING LINE UNLESS OTHERWISE SHOWN.
I
K 'S 1111111, 111
G%UTTER wu"Mr-% R E S I A 0% " IN
I k %iff"I" I 1 1,1111"', 11
I; Lt Or
F
ALUt.5 FOR F
_T_
I'/Z*
'39,
78� 11 3/4'
'T�
4_2�_
Norm I C. H.,
VVp1es*IGn--- Normal C.H Noi-mai C.H.---, ,-Nrinal C.H.
-rC, H.
Gutter Flow Llno-,, -6 Gw� i��
SHEET I OF 3
_14 -
-A
41':1:011 ot, curb Gutter
E� sm RM - ---- -
_'C" 411 Min T Curb PLAM APP
Sam cross
slope as Gutter H
Clear -C I Or' 7 01. Norm
-0 Normal - V
GrotoLm Vol ley Join- -
Tienlr)Q PLAN \ 12;1' i If .,,I fl, , 1, Ft CA.
0 -6F Slope Break �J` I T�
PROFILE Alternative Cutter Line Line It I
for locations at curb GRATE INLET SERIES -Cj4 +b �.0 Iq 'D kCA+O
return Gutter
. e�_-_--- Line
17'' M n Gutter FL
C'H.'D Curti -Gutter Ft.
( 6H
Normal C.H.', C.".40,ili)- Opening _:� 0" -Normal C.H. /'Round off TYPE OS AND OL INLETS IN SERIES ORGRADE
AL. Variable
Curb Doeninq
A -P, Normul
\(H
Vtkt__1.1 6'i.'�_" I _PCC
Gu r"
D Norma I C. 14. Gutter
Soma Gross P a it Depression
us Gutter SECTION F -F SECT16N H -H Guitar
F I I W
Valley Stoplif Break Line
PLAN 12" W -4'-O" 6utter 4 Guitar -
for GO join
TYPE GI THRU G6 INLETS ON GRADE T47�:` ;-.1 Sill Break L I no AC paveme,
for CDO PL AN DETAIL OF ASPHALT
76;5�' 6�2_-
-4
0
Normal Gutter FL Glitter TYPE OS AND OLINLETS ON GRADE CONCRETE PAVEMENT
Slope -(See Note 41
Top of Curl) 12" Variable Curb Opening
C.H. MI n \C. Hq 6"for dike Normal 61-01, 6' 0" - Straight Grade_ C-Normol
U C111 Nor trial \ \ Cutter
or A-6 curbs CA 11 R" C.N. 5hOulder Stop
a"for A,6 curbs
C.10D
cut a
I - W
7. SeCTION E -E
126- 7
PL N Slope 0 DETAIL OF INLET
I'LaLLtL'v�z_
�+rr
SECTION C -C Top of Curb-, Level,, 0. 11/4" Wx WITH DIKE
NorffQf Gutter FL , In SMW I der TYPE OS AND O,L INLETS IN GRADE SAO (Single Grote Shown),
$20-0
-Cutter FL
Normal -- Curb NQTES
CA -Normal CA strurght Gr WI
1.10- Width of dapir d apron. Depressud aprons
tho Ider end 4, 6
Hike up sh., 1 0. 41 ones 1,01 In
_41 cIty street is u a
The glitter depre start
W ITO I I thickness of D- Gutter Depression. a
Guitar- "-Gutter SECTION D -D bosin vor;obts shatl be I'/,- for Shoulder and V/.- ro
SEC rION G-113 In city street gutter or tocotloris outside of
Valley Slope Oriii Lino Nornial Clear shoulder unless Otherwise shown.
Nor mof I C. H. C H Vote C. H.'- Curb Holghf.
163 _,"t Opening -*-?G Straight Grade, 0owlinfloro Slope.
PLAN _/F
�C.H. -0 Guitar or Shcultwo olrectlon of flow.
C. � I
Norme I C. H.- Normal C.H.
TYPE GOL IRLEY ON GRADE v
2. Gutter depres6lons shall be 8- thick.
0 �D C.H.-D,
3. Estabi I an curt, opening halGht at midpoint
Cutter 'Cutter of grate,
t 4. Details shovi for FCC paverrent. When AC
Cutter Slope-, Vol ley Gutl_ ...PGfji ter p variant Is used, corners to be cut off
-- ---- as shown on Uotoll of Asphalt Concrete
Curb Opening Valley am Gross Povement.
See Note 3 slope Gis Gutter- '4al joy oMe cross slopis
0 as gutter
-ft
MANHOLE IPE TO PIPE
STATE OF c4lilovNIA
PLAN PLAN DEPARTMENT OF TRANSPORTATION
SECTION B-Ef TYPE GO AND GDO INLET GRADE SAG TYPE GITHRU G6 GT3 AND GT4 GUTTER DEPREMONS
(MAIN LINE ID=36!'OR LARGER)
SHEET 2, Of 3
(COO SHOWN) INLET -S -IN.. -GRADE SAG NO SCALE D78
F F OPTIONAL OUTSIDE
EDOES TO BE EDGE OF CONCRETE
4
ROUNDED
TO 3' R
0 BARS ij !
1. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS
B. THE OOT50E O�AMETER OF THE LATERAL, MUST BE: LESS THAN CIR
_r THAN 2* -10 1/2* FOR PAVED STREETS OR 3'-6' FOP, UNPAVED STREETS,
R 10 OF SPVR EQVAL TO 1/2 THE INSIDE DIAMETER OF THE, MAIN LINE. IF THE
-3 TIE BAR C' t tc '0 CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND DETAIL *N',
4-AlS. E BARS, At IN 1 SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED PER UPSTREAM AND DOWNSTREAM DIAMETERS OF THE MANHOLE ARE NOT
% THE SAME, THE GOVERNING INSIDE DIAMETER OF THE MAIN LINE.
SECTION C -C, WHEN DIAMETER Di
'31-31 LONG, Nx
ii BARS IS 48' OR L.ESS, CENTER OF SHAFT
SEE NOTE
T I Zr BAR MAY BE LOCATED PER NOTE t $HALL BE CONSIDERED TO BE THAT WHERE THE EXTENDED CENTER
0 BARS 0* LONG
LINE OF THE LATERAI ENTERS THE MANHOLE.
P4
SEE NOTE 9-1/1- 2, CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE Or C. IN NO NSTANCE SHALL THE INSIDE,DIAMETCR OF LATERAL TO
DETAIL 'N"
'�A REATER THAN 30%
5� 3-#,1 j BAR$ 4'-0' STORM DRAIN WHEN DIAMETER Df IS 4�5* OR LESS� IN WHICH CASE PLACE THE MANHOLE BE 0
IRINGS ANDCOVER NOT SHOWN) §
LONG 3' OC CON'T E BAR$ SYMMETRICALLY AROUND SHAFT AT 45* WITH CENTER LINE AND
F- ADVIL, UARS 6' OC (SEE NOTE 11 3 MANHOLE, FRAME AND COVER $HALL CONFORM TO STANDARD PLAN 630-
T 9 OMIT J BAR$.
iiNSWE EDGE OF UNLE-s$ OTHERWISE SHOWN.
MANHOLE, SEE NOTE 2
PLAN -3. L AND P SHALL HAVE THE,FOLLOWING VALUES UNLESS OTHERWISE SHOWN
14, MANHOLE SHAFT $HALL CONFORM TO STAP40ARD PLAN 324 UNLESS
(SHAF T NOT SHOWN) z A,
g ON THE Paojec'r DRAWINGSt
OTHERWISE SHOWN�
A-1, PIPE SEAT LEVEL. A. Dz=96- OR LESS_L-,56'. P--5*
SEE POTE 13
OVER 96% L --6'-O', P�:8*
B. D2 15� INHERE A, MANHOLE SHAFT 36 -INCH VVITHOUT REDUCER 13 -SPECIFIED
MANHOLE FRAME 0
L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE REFER To STANDARD PLAN 3�6,
E5AR
5 TR ---E 7 ANOCOVER PER 51 1 ENQS� WHEN L GREATER THAN THAT SHOWN ABOVE 15 SPECIFIED. 0 BARS
ORADE STO, PLAN Gmj 16� WHERE A PRES*$URE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS
0 ___ I I ) SHALL BE CONTINUED 610C,
R SPECIFIED REFER TO STANDARD PLAN 328,
'31 24'
MANHOLE SHAFT 4 STATIONS OF MANHOLE$ SHOWN ON PROJECT DRAWINGS APPLY AT CENTER
2 -4*!?'-4'
PER STO�
5'g?' PIPE LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF SHAFT AND I'?, WHERE A PRESSURE MANHOLE SHAFT 36 -INCH WITHOUT REDUCER 13
PLAN 324-- Z
EA SPECIFIED REFER TO STANDARD PLAN '329.
REFER TO THE PROLONGED INVERT f�RADE LINES,
F rAR5
Lu 5, REINFORCEMENT $HALL CONFORM TO ASTM A 615. GRAUE 40, AND $HALL
-TtI31E DAR$
I-FGRADE POINT'ri'.' 11_�� TERMINATE 1 1/2' CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE
5_1 i\ �i ZIRIZ
STEPS - SHOWN� THE FOLLOWING. STANDARD PLANS ARE INCORPORATED HEREINt
SEE NQ1E 4
Z 'p
TIE BAR _L
'i9i - SECTION B-6 6. FLOOR OF MANHOLESHALL BE STEEL TROWELED TO SPRING LINE.
0 4- J BAR$ 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER.
R, UND
7� BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS 0 326 MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER
A EOCE5 lo" PERATION 1
U , 'To SPRING LINE- pt 32$ PRESSURE MANHOLE SHAFT - WITH ECCENTRIC ii
CONCRETE RINGS EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY MAY
INLET j i
44f4iIfj' OC PER STD� /--STREV IjRAQE BE PLACED AT SPRING LINE. 329 PRESSURE MAN�OLE SHAFT 3r, -INCH WITHOUT REDUCER
00 BQTH WAY5� ELEVATION
PLAN 3?4-- 630 24 -INCH MANHOLE FRAME AND COVER
APPLIES AT 5,. 1* RING SEAT B THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A 633 36 -INCH MANHOLE FRAME AND COVER
TO BE USED THIS POINT OMIT THIS
WHEN �I2 is ---H BARS LEVEL SEAT BUT $HALL NOT BE LE53 THAN THE TABULAR "VALUES FOR F 635 STEEL STEP
60' OR QiER-/ STEP IN
SEE FABLE
SHOWN ON TABLE SR, 1, 635 POLYPROPYLENE PLASTIC STEP
PAVED,
-SECTION A -A STREETS M�
E BARS 9, 0 BARS SHALL BE a4 FOR D,2��39' Of? LES$� m5 FOR 02=42' 'To �4,
H BAR$ -
INCLUSIVE AND w6 FOR D2--90' OR OVER,
OR #4
TIE BAR$ 10- CENTER LINE OF INLET PIPE SHALL INTERSECT INSIDE FACE OF CONE AT
i6l FOR PAVEO I' -
F J BARS SPRING LINE UNLESS OTHERWISE SHOWN.
I
K 'S 1111111, 111
G%UTTER wu"Mr-% R E S I A 0% " IN
I k %iff"I" I 1 1,1111"', 11
I; Lt Or
F
ALUt.5 FOR F
_T_
I'/Z*
'39,
78� 11 3/4'
'T�
4_2�_
'61- 13 '74 _'
SHEET I OF 3
_14 -
In.
76;5�' 6�2_-
126- 7
63, to,
10 1/4*
I'LaLLtL'v�z_
�+rr
$20-0
FOR UNPAVED
0REErs POUND
11. STEPS $HALL CONFORM TO STANDARD PLAN 635 OR 636 UNLESS OTHERWISE
EDGt.5 - I
TO 3*R SHOWN, STEPS $RALL BE UNIFORMLY SPACED 14" TO 15' OC. THE LOWEST
STEP $HALL NOT BE MORE 'THAN 24' ABOVE THE INVERT. RECORD AWIN
12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE; 13 U.
S ECT ION C -C L
A . MAIN LINE = 36' INSIDE DIAMETER OR LARGER. EXCEPT W MAIN LINE
t"'m LU
RCP DOWNSTREAM OR MANHOLE IS 36- TO 42- INSIDE DIAMETER AND cr. N4 63494
f -w MAIN LINE RCP UPSTREAM IS 33' OR LESS STANDARD PLAN 321 SHALL Exp. Sept. 30,2006
97 -SEF NQ,TE 1)
gz"" BEUSED,
REFT �UNPAVED STR L
f Px.,�D ST
FAIN.
"A A, IVII I'M WORE)
CIVIt
E
OF r AV0
AMERICAN PU L SLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULOATEP BY THE AMA -AGC,
JOINT COOPERATIVE COMMMM
Im
MANHOLE PIPE TO PIPE
(MAINLINE ID = 36 OR LARGER)
STANDARD PLAN
320-0
USE WITH. STANDARD SPECIFICATIONS FOR PUBLIC WORK$ r.011ISTRUC11011
SHEET I OF 3
N
WO KS ASSOCIATION OUTHERN CAL
AMERICAN PUBLICL R $ IFOIRNIA CHAPTER
STANOARO, PLAN
NL_SOUT"E"NCA FORNIA.cHAPTeR
AT U
AMZR1CAkPU9LICWOftKSLA$SOCI to"
STAN;) ARD PLAN
320-0
$20-0
MANHOLE IPE TO PIPE
MANHOLE PIPE, TO PIPE
(MAIN LINE ID=36!'OR LARGER)
SHEET 2, Of 3
A
ft NLINIE. 10 3W OR LARGER
A
A
MM IL -B 111 .1111111
HOLE Pin""S T """'FE
n"nA AN rw %J rw
;j 3h 5
ID>36
REV. REVISION DESCRIPTION D JTE ENGR. CITY DATE PLANNING 0 DESIGN 0 CONSTRUCTION ---RNIA
r- ITY �OF. FONTANA, CALIF
RECORD D"ING Wily SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT STREET IMPROVEMENT PLANS FOR
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL STEVEN 27555 YNEZ ROAD, SUITE 400 TRACT 16074
AWP1VVVVVVVVvVVVV~ K. GIFFEN TEMECULA, CALIFORNIA 92591-4679 SCALE:
DRAWN BY:
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, rrl CC3NSULTING 909.676.8042 w FAX 909.676.7240 a www.RBF.com
ct� 42154 M
DIAL TWO WORKI THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO N.. _00 EC DETAILV1 AS SHOWN
JOB NUMBER
BEFORE DAYS BEFORE BRING THEM INTO CONFORMANCE WITH CONDITIONS AND xp.3-31-04 PREPARED UNDER THE S U EP)IN 0 DESIGNED BY:
YOU DIG YOU DIG CIVI SKG----' 15-100187
STANDARDS IN EFFECT. \�o - AID VED,B�: DRAWING NO,34
TOLL FREE 1-800-227-2600 OF DATE: CHECKED B I z UV 0 2902
36
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STEVEN K. GIFFEN RCE Nt.142154 EXP. 3-31 -04 G 4ACTING CIT ENGTMr7R _77C.E. 51152"' DATE:
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