HomeMy WebLinkAbout2695-5t LATERAL/CONNECTOR PIPE CONC. PIPE, RCP OR CSP
t MAIN i INF RCP -.•1
A , t MAIN LINE RCP f00 nrrr,
4') 1
�r
•
PRo•anGATMsrTMe
PUBLIC WORKS STANDARDS IMG.
1994
'
o�
s ..
1Ev. "go
-
CLASS C
MORTAR I
15 ere (1/r) YIN.
tYP. 3 1nm (t/S'�
\
,
o, SEE NOTE 4
e 3 mm (1 �)
ROD SLEE VE, TMP^
Use VMW STANOMW SPECIFICAroNS FOIL PUBLIC WORKS CONSTRUCTION
STA. PT. I f
d -�� -�-
BEND AS SHOWN •� .
\
BBEDDING
O
5,
SECTION A -A
'ALV
BACKFILL WITF: ':•:�::; .
- -* -.: SEE NOT_ 6
A 45 i S0 200010
..•. y.
RELAACTE DEN TO
T
- � RELATIVE DENSITY
REQUIRED BY
o SPECIFICATIONS
CASE I UNDISTURBED EARTH 9EDCING, PER
SPECIFICATIONS
PLAN - CASE
SECTION B -B
FOR OUTLET SEE STD.
CATCH BASIN PLANS
<1 est1 CATCH BASIN FLOOR p0
265 Kq-C-14 Mpe Q : _ ; �•
(450-0-2000)
CONC. ENCASiMt?IT.+ 1/2 OD MIN, ~;
SEE NOTE 5 A
SO CONC. PIPE. BACKFILL S t-•t�.
J RCP OR CSP
SEE NOTE 3 BEDDING
5 mm (1/2') rtdIN� : •'
SEE NOT 4
` OD
---1 tB>4S'- -- •
A C'AgF
CASE 2
(SEE NOTES 9 6 10) ,
u •n.r•a TO St
)Ns
PLAN - -casE 3 SECTION
� -
,SADDLE CONNECTION
a
,
IRTAR
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PRo•anGATMsrTMe
PUBLIC WORKS STANDARDS IMG.
1994
JUNCTION STRUCTURE - PIPE TO PIPE
-IC
[ID < 600 mm (24")]
STAY° A"'
332-1
1Ev. "go
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
GENtRAL NOTE
I. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLiSH UNITS
ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. AUL
VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. IF
ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION
SHALL BE ENGLISH UNITS.
NOTES
CASE 1 AND CASE 2
1. IF ANGLE A IS LESS THAN 45. OR IF D IS LARGER THAN 600 mm
(240), THEN ANOTHER STANDARD STRUCTURE SHALL BE SPECIFIED.
2. THE OUTSIDE DIAMETER OF THE INLET PIPE SHALL NOT EXCEED
ONE-HALF THE INSIDE DIAMCTER OF THE MAIN LINE.
3. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY. IF THE
INLET PIPE CANNOT ENTER RADIALLY. THEN ANOTHER STANDARD
STRUCTURE SHALL BE SPECIFIED.
4. THE SIZE OF THE OPENING INTO THE MAIN LINE SHALL BE THE
OUTSIDE DIAMETER OF THE INLET PIPE PLUS 30 mm (11 MINIMUM
TO 75 mm (3') MAXIMUM.
5. ALL CONNECTOR PIPES FOR CASE 2 SHALL BE ENCASED IN CONCRETE
IF LAID WITHIN THE MAIN LINE EXCAVATED TRENCH OR IF LAID ON
FILL WHICH HAS NOT BEEN DENSIFIED.
6. BURN OR CHIP END OF CONNECTOR PIPE FLUSH WITH INNER SURFACE
OF MAIN LINE. ROUND EDGE OF CONCRETE PIPE OR RCP.
7. ALL CSP AND FITTINGS SHALL BE GALVANIZED.
8. STATION SPECIFIED ON THE PROJECT DRAWINGS APPLIES AT THE
INTERSECTION OF THE INSIDE WALL OF MAIN LINE AND THE CENTER
LINE OF INLET PIPE.
9. CASE 2 SHALL NOT BE USED TO CONNECT TO THE FLOOR OF A
GRATING CATCH BASIN WHERE THE GRATE WILL BE SUBJECT TO
VEHICLE TRAFFIC.
10. FOR CASE 2, NOT MORE- THAN 3.5 m (121 OF INLET PIPE SHALL BE
LOCATED WITHIN THE MAIN LINE EXCAVATED TRENCH.
CASE 3
11. CONNECTIONS TO PIPES 525 mm (211 OR LESS IN DIAMETER WITHOUT JUNCTION
STRUCTURES OR PRECAST Y BRANCHES SHALL BE MADE WITH SADDLES.
12. THE OUTSIDE DIAMETER OF THE INLET PIPE SHALL NOT EXCEED ONE-HALF
THE INSIDE DIAMETER OF. THE MAIN LINE.
13. TRIM OR CUT SADDLE TO FIT SNUGLY OVER THE OUTSIDE OF THE MAIN LINE
SO ITS AXIS WILL BE ON THE LINE AND GRADE OF THE CONNECTOR PIPE.
14, THE OPENING INTO THE PIPE SHALL BE CUT AND TRIMMED TO FIT THE
SADDLE SO THAT NO PART WILL PROJECT WITHIN THE BORE OF THE
SADDLE PIPE.
15. THE CONNECTOR PIPE SHALL BE SUPPORTED AS SHOWN IN CASES 1 AND 2.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNLA CHAPTER
STANDARD PI.AN
33METRIC
2-1
JUNCTIONSTRUCTURE - PIPE TO PIPE
ID < 600 mm 24"
SHEET 2OF2
m I i I 1
PAVEMENT
PAVEMEENTOR
EXSTiNG GROUND
I I e
nrn (( e I r
STD. CAME, I -. •
v Fs�i wu ALL JOINTS -
rnm t A �+
ELEVATION
DAMAGE AFTER 7HREAII
TTP. 0 0
TWE K MARKER 4.75 mm (3/111 0
a Iran 0/41 PIPE GATE Vr
BOLT
t 73 tarn (37 REFLECTOR.
TMP.
e _ o
TttPE L 11AFZKER
DAMAGE 1HREAD75 nn (37 REFLECTORS O O
AFIER YWNTIN6 [j
a erre
V BOLT
WARNING SIGN MOUNTING WARNING SIGN MOUNTING
PIPE GATE CENTER POST
NOTE: A0 dimensions are in m"llimeters (mm)
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD
STANDARD
602 -1
so I so x
501 RVn
SHEET 2 OF 2
1J mm 1
/2x31/2x1/4�1
W
,see
tYP. 3 1nm (t/S'�
TMP.)
,
,
e 3 mm (1 �)
ROD SLEE VE, TMP^
Use VMW STANOMW SPECIFICAroNS FOIL PUBLIC WORKS CONSTRUCTION
6 ram (1 47 U -BAR
(lj LONG
SHEET I OF 2
BEND AS SHOWN •� .
=5 mm (3/t6")
WLD EACH DATE
FOR LOCK CRAW
65 tlrm (2 t /27
sTD. !2
SECTION A -A
'ALV
•E
25 (11
150"n mm (6 }}t GST GR V. PPE
mm
li(;(D TD b5 IW11ri (2 1 POST
"
E
54 mrn
N -
-- h -
2
a a
65 mm e STD. GALV.
PIPE EMBED 450 mm
;
"i
90 Mrs 0 /�
PIPE�/1,��
a a E r-
10
Et
00
SID GALY.(
600 al (24') LONG10
9• : '.
:�
IN,
111 n
1i
6 -
REMOVABLE
CENTER
GATE RETAINING
DEVICE DETAIL
POST DETAIL
7.3 to 1D 9.6 Ill TO 3r-0
nM4.9in
I (L 17-0' TO
FOR ANGLE CATCH
SEE REMOVABLE
4/41 1/4L !iil
SINYETRICAL
CENTER POST DETAIL
18.
ABOUT MOST i
t50mm
GATE HINGE
i
4
bxm �xZm
3
(R
G+U.V. PIPE
f'ER GGATE
m I i I 1
PAVEMENT
PAVEMEENTOR
EXSTiNG GROUND
I I e
nrn (( e I r
STD. CAME, I -. •
v Fs�i wu ALL JOINTS -
rnm t A �+
ELEVATION
DAMAGE AFTER 7HREAII
TTP. 0 0
TWE K MARKER 4.75 mm (3/111 0
a Iran 0/41 PIPE GATE Vr
BOLT
t 73 tarn (37 REFLECTOR.
TMP.
e _ o
TttPE L 11AFZKER
DAMAGE 1HREAD75 nn (37 REFLECTORS O O
AFIER YWNTIN6 [j
a erre
V BOLT
WARNING SIGN MOUNTING WARNING SIGN MOUNTING
PIPE GATE CENTER POST
NOTE: A0 dimensions are in m"llimeters (mm)
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD
STANDARD
602 -1
STANDARD PIPE GATE
�*
SHEET 2 OF 2
14
42' to 4e'
,see
FOR ACCESS ROADS MOD.
602 -1
Pill tees
,
r+iM ►ewp !•■+e•
Upper Low P"
Use VMW STANOMW SPECIFICAroNS FOIL PUBLIC WORKS CONSTRUCTION
1 z:Y.' 2:2's •1 2:2'a�' 2:z'■it' z:2 ii !�• i•
SHEET I OF 2
NOTES
1. FOR A ROADWAY 4.8 m (16'-O") NNE OR LESS USE A SINGLE GATE.
PLACE THE ANGLE CATCH ON A PERMANENT END POST.
2. TYPE K AND TYPE L MARKERS SHALL BE PER STATE OF CALIFORNIA
"MANUAL OF WARNING SIGNS, UG14TS AND DEVICES FOR USE IN
PERFORMANCE OF WORK UPON HIGHWAY".
3. THE REFLECTORS SHALL BE CUT FROM YELLOW-'SCOTCHLITE" -
FLAT TOP REFLECTIVE SHEETING, AS MANUFACTURED BY MINNESOTA
MINING AND MANUFACTURING COMPANY, OR DEPARTMENT APPROVED
EQUIVALENT:
4. PAINT GATE WITH ONE COAT OF ALUMINUM PAINT AFTER FABRICA-
TION.
S. GATE HINGES SHALL BE HEAVY DUTY, MALLEABLE IRON OR STEEL
INDUSTRIAL SERVICE TYPE 270 DEGREE SWING, OR DEPARTMENT
APPROVED EQUAL..
6. USE 100% PENETRATION GROOVE WELDS FOR PIPE CONNECTIONS.
7. THE PIPE SHALL BE CUT TO PROVIDE A CLOSE FIT -UP OF THE
JOINTS.
8. ALL PIPE SIZES -ARE STANDARD WEIGHT NOMINAL SIZE PER AISC
MANUAL OF STEEL CONSTRUCTION.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD
STANDARD
602 -1
PIPE GATE ACESS ROADS
Is
SHEET 2 OF 2
3/4" Hole,"H_ 0. ;
equally spaced.
Cerfter of We to
be I" from O.D.
of plate.-�-
__ {Sgt note 5)
I See Stiffs llt
in' \Dowil Ill
BOTTOM VIEW
TOP PLATE /-F
are
See detail for
Locking Devices
IG&4_111ml
S
of RISER
DIAMETER
C.S.P
GAUGE
IL' to 274
Is
30' is 39'
14
42' to 4e'
It
51, to 66'
10
as
Typl's'gos•s
E1ev. A lrs d!
"atlra�H1'I�,• \ Vt pipe K mild steel bar
vi mown as pn �ar
Wide >1 -14-
Angie
co
UA(
I i l
�R2'�'• �-' tri SnN para
"V`Z•DETAIL-PLATE STIFFENER
- , 3/4" Hole to
--_---- -- _ _ ' match top plWey)
I _ _ 1 �•' std gal..ow BOTTOM VIEW
-� earn 1ra>d. CAGE RETAINER RING
i Wes. -an.. �_Coas. Bator
RCE ,
�r
Sir
e'
e}•1
T
ALTERNATE JUNCTION
t
rill --_Ory Pock
ELEVATION Tifton tape -,,1 T/8-.�
2 1/2% 2 I/2 "x 3/e
NOTES i+-
Steel bor (tylll at
1. Riser Scarf and steed
ppe shell. Of. .. Etat.e s
L Elevation A. D+. D,, L,. Le are shove M plass.
3. COMIl ed 0901 ape stral sa-forego to AASHO ts-3s. 5/6 ".15/8 ' --
4 Cr010 4"Offlbly 0411 w yavonizat After fabrication.
pa
S. For D, 54- are Career, were 1 h"I 1 hay. mole to piafe el 1"raid, at da.a
a-,-•e+ber of tors on grate ea•.e,wy.
Irt O :/2 :11IsR batt
i Rr �e , w •,,� fm � °ta.d'O: a'o��".d a»w ..Ian¢
HOLD-DOWN
ORANGE COUNTY ENVIRONMENTALM 22
� T. AGE CY STD PLAN
Approved
G A. XN 'Jar al PuDlie itonts �0�
Adopted: Res; T7-92. Revised
INLET TYPE V_ ISHEET I OF I
m .
_ - ..•,. y -------------- ------------- --•-- assn"t•e Ir two r to".
Tren•Mte- N.C. ew ago tLc. �.y iEME1tAL MOTEL•..
ABOUT .,.!_.,-, !' !".,t t, A-eIN wdlr elver a•+ trots wear .-d
• - - - - � -t 1 t. - The curves represent reactions of the �-� ; . ... 1 s++•at C Nfep ' t T e t +» HI -9• >�k ;fir; ' t�''4 .� r : T� .w« w Ila.. •.ego be a.w M " to Iles w "a w •.•ego goes a �..
- - - -t - - - sheat pl►ns due /n hydros/otic head 1'in The TAI A levo• • : '� . • • a , i • r a, ' ' • +� e•' • 1 s limo M• -•d t•r infolleol .
+_!� s • . -i i �- A ' l AM eh•« trd the M wMi •trb M
•- e
.� w • tree i + . . -t 4' .• • •r.r
j , 1 S1>.•t Ne. j i , r I+ _mey 4. The ohninia ■- weer pia w•t•riel vel be hwasal .i by we Owind to ae Caw«t.r.
I _ Mime. f�+e
debris -obstructed burners. t Too net ver w. �wrt� ee
Z - • f i ti wree: - - - _ L bra••ano-• _ : • • • S. AN On4ad1 tismar r Md Owe •Ao0 M dri t rl on She pee ww of ft eeel••.
• , _ _ - _ The height and widlh of the openings S 1 + • v- • • -;-Hep APO*$ s AN trot. ,hall its L/m-1-sr M 4140-d« eeradded a .+-issea of { rKwe We .onus• or •r+holood
• t r / *%same" ratle,o•d Mail be twol wipe -i Ms awes wawfaek ween of M.ich.
ad 3+32-wch Il
~ determines which borrzer(see sheet 3), Freafe Ara• i = t •+; t») Pae• w«e w ; ir•e.• A -fl« • '
{? / - - - 1 j 2«► s nuy 1- ,• SECT Af • At A haw•. Mwce.OW IMM• s-{I+s sMH trove mrs 00wismOM 3Ns Is" be Ne M•diew at Hen to
w • ,' - - - - f -� numbers /, 2, 3 between /he turves, 1N + e - 1•a.+i.+. •tragi-- •F es � Mote sad oualrl•..�• LOatie- street t,
_,
_ t 1
Is MM• Ma. it m f2)
= t , b.ec• Any+•• a Ttw•ed OR" of ilea to to ~ret Art• "A bo "on"$ win re tlwn wiry *A %I&" ••N••
- . - number 4 beyc�n�l the curves, is to be used ; ; _ Ill �, ..3) __ I
t
- , wr+« )bras• , _ 1 i b«rt« _f S � � (See a 1 i t�• r_.i ��• A}L A A Do -age tlw«N
2 - - - - - - - lI•+I" • • f i . -,, d #Ae ert twH. 41sIt 4�.M tlla•E sa Na.
+' _ - _ •, int fl QW r s= lIS" so" No. It
a i-kwds• stn lerrwe !•lrtl {tins fda14{llee
W } , •,
i 11
Q • 4!'T
t! • A _ - r �' s/ 1 = Angus IMLs re•• i• t - I ( 14 Coster ere ase•whls +L•rit#N elrfeees e+(tl! ! snip+ 40 0rat•rprswl roses hFllt M Me1dNIHw
r - - - • trerk i !"•ML ' { It. F« Mrtt«s 74 liKkai Isis Ipas w filla" •-e triage the. � wWb of ter".
_• - - - +fav ' t 1 ! , '►"WA" -R.0 gip• 1 �3.Ya}'steer fest+ � �---
s
e - - - ; i i ! , I:.d JIM: •.,: e� '""pp (r. 0 the (Arras wlas •�wAll 12 too. prodde « odoll.w kings, so me w -torr'-. of ft tomer.
• r 4
DETAIL . ' = i i r * �+ ,t+ -is. { -- Il F 6 M+ios s-swl1M 6 br is We" d +ddO s" Mies ,Nees s.eetr opmed M e Arsomws
{- (} /
' i SAs•I Na 3 ' 1 t i r , ' `0"0 0_'0 - '�rwR I + 2-+ Of �' '- I. a! M t•Mtt.
I,` f5'r E •-• • She« Plw.. - • I{. Shear woor et Mail be sones rsionp pare si-ariww- nirw.On" 1100, tewPa p,
e • 4e • w • u' '» a. _ If . i --/ !-vert , ,� _1-
� Fte..e f•derai !/welfkeNP- pp-A•{IL
-F'�+ i t • ' E^ SMsI No.
f' -' M-,• r w t'"'! ' , -SAser Pie - ylsa, OC r • A -M•- Rehr N part J et tb ep•elfsseNee• Ser Nd111Na1 sgeket-e+He sad +uoi- -1 •PwdUcet+sr
300 /es • i I , . . ( IPI~ srdyl TALL 8 ARew t {•a%
1, s nPOu1uG win
Tu oar cT • a_ _ t i1u« F1-• lit
- -• ------_ 0000-._. 0000 ...
-
�\ PRnTECT117N RARRIF R
_
INLPTSAIR81'EIR
�
-+tie-
'�
OUTLET BARRIER
�_
R.C. BOX
ELEVATION
-a--__ _I
'
"� 0` �'
R.C. PIPE OUTLET
r ----)i.----'
t '
_t
SECTION fjr-8t
B,
`
w
1SasE� ION w,M«s21
ler PNM well
marri•r Md.
F""'•
A"Ies
fir.ea
Apt••
Shw
rebs
r+iM ►ewp !•■+e•
Upper Low P"
1 z:Y.' 2:2's •1 2:2'a�' 2:z'■it' z:2 ii !�• i•
2 rare - 2"42%1 .� 2:2:; 2 ■2 -s;- 2:2 xr at • �
L {:4: encs ' rers1.3'■ rad • 1-+
4 D:D:1j :2 a • J'# S. !: 3:3-• 3:3'•' 1
1 - - - - CI
SECTION rel:; If1r.«I 4.'j - - - -
ALONG +
No W A..d+•'-- i r Lam- - � -. • _ 1`•
SAN B E R NA R D I N O COUNTY r■+» t Atre�, IN, _ - 1- -'L•�, , r+�,,. Ara.•
No/e Sorrier nUM400r she// ae specified on prajed drawings. NOTE: F« ",KSI« monl«ere«+p•rr SAN 6ERNARDINO COUNTY TA' ''�' 8/ P1 a
., e -
FLOOD CONTROL DISTRICT
outs. a" � Geta" Sechen) "I*"Plo- = � � SAN BERNARDINO COUNT
- m Sk*Cll Deal" 0"s of N.0 b« FLOOD CONTROL DISTRICT • ' • •• ' FLOOD CONTROL DISTRIC
REVISIONS ow". eY DALE. sorrow" IMM merrier shelf b 40110•a1M
an fru
Ill Ikerl-gs. ACY1310Ns OWN, or owT1i III
K.J.K. • 11-18-85 few" "See A-0- tlrnslof+e t7a+rH eT IllK.J.K. 11-18.85 Cl• SECTION ll DET IL c K.J.K. 11-18-1 E t1o.
r1Lc No. (s.• /+a. me. It a 121
ncE No.
S. P. 101-1 S.P.101-2 S.P 101-3
r
A
Via..
i
,
,OFESSi�L RECORD DRAWING
L
VC' eO�� F2G� TI .n information on this d 1*9 iS 0itWt4t from otl'rIr '
A
NO. 1 -t be verified in the field by anyp�
alae
,struction. HALL � FlMEMAN, INC. is ^i resp^ '
031 -ds : r arground facility kaccatims or depictions. All abmie I
tieS can be yea* seers and verified by the part:c�
cnrn.
�lEOF CA.L1F" A to Use Sarno.
a - CITY OF FONTANA, CALIFORNIA
QROFESS/pt, �111:1
�DI 6 q� DRAWN BY ; SCALE:
o��YY1�11 Inc*STORM DRAIN c�RovEi►•,�NT PLAN
Fy ' � � E.O.
1) �' �a - - - DESIGNED BY DETAIL SHEET' HORIZ: 1 = 40
s z Civil Engineering Planning Surveying Public Works VERT: 1' = 4'
C.N. do E.O.
r No. 2/31/01 :.0545 N. Mountain Ave. Ste. 106 Upland, CA 91786-9997 - (909) 982-7777 CHECKED BY FOR
Exp. 12/31/DATE:
* * PREPARED UNDER THE SUPERVISION OF: A. G. do R. B. TRACT NO. 15957-1,-2 11/30/98
A I `golf CIVIL
dde ~Record D�•iw;+1 tf4~ B 7-oA F/` -J 030 �GF �E�� / �_/� 99 JOB NO. .� ¢''�.r•9s DR. NO. ISHT. NO.
REVISIONS/ -e
ENGR S. DATE CA DATE CAS 5195 PROVED
APPROVAL APPROVAL RICHARD L. BOWMAN R.C.E. 24573 DATE: fey CITY ENGINEER R.C.E. 25126 2695 5 OF 5