HomeMy WebLinkAbout1542-8jete ¢ 5ACKF/1_1_ A.5 SPEC/F/ED
• BOTy WAYS
PROTECT/ON e4le 5/� Tyh! wet- DED , " �L�TE N, „ cov R „",,,
/ /iG hiOL E /N STEEZ
PER SEE pETA/L Oil/ 5T,EEL Py.ATE
TfL/S SHEETv _
�/z •• O/.4 �iNEL SO/t/ ST O 7-oP of `
CHO S FULL I�YEL O> 8E00/NG "B"
PE / %s PE
( P� W Zt-at I
•r. 3•r r' • :; EXCAY.4T/ON 722• •
V • .� 77H15 L//VE o
04
T `V �r Q r•-�� PE,4M/TTED
/it/STi4LL j/•�" � � lk
/NL ET ,4rt/O OSP :l h� ,BEDD/NG /tiIA7"L. a�lory aorrr��
0, /,02F 5H91 -L BF %/2 "D'' FDR
/ 0 P/PE5 ,39 "D/A o,F L A,�Y�,p AND
STEEL STEMS PE.P OUTLET P/�E
.•• � I/4 GENERAL N07ESt
• ; • • � 4 '' fD�P P/oE'.S LESS 77/AN,39"D/9.
C,IL TRe4,41Y .3'TO. tl�AY BE /N .• NY �,4LL,l w a
1. REDOING IAt SHALL BE COMPOSED OF SAND, N0. 3 OR N0. 4 CRUSHED /N/VD CASE .SHr9LL/TBEL�.55
OW,4011/NG A9 7,? Rope OR GRAVEL, OR OTHER GRANULAR MATERIAL AS MAY BE Tf/f/iV / BELDI�YAiYYBELL D,QCOLLf%P
Q 10 SPECIFIED OR OTHERWISE APPROVED BY THE ENGINEER. THE MAXIMUM yNOTEt
' a.' `1 SIZE ROCK OR GRAVEL SHALL BE NO. 3 FOR PIPE 270 IN DIAMETER
`' ; [n PROTE�r/O� B�R T ' AND LARGER, AND NO. 4 FOR PIPE SWLLER THAN 27" IN DIAMETER. SCREED REDOING �Ar TO FIT at1RYAtURE IIIb BADE Of
,�`. ,1 �• Q REDOING '81 SHALL BE COIPOSEO OF SAND OR OfH'ER GRANULAR -PIPE. TYNE OF SCREED AND THE NIITHOD'Of USE TO
W Q �2 '� Q/�• S/ / /C APPROVED BY THE ENGINEER,
RU� MATERIAL AS MAY BE SPECIFIED OR OTHERWISE APPROVED BY THE•
ENGINEER AND SHALL BE COMPLETED PRIOR TO PLACING BALANCE OF
O
) BACKFILL.
�j,
"S'00Cme BOLT
�- , ~O/�• 2. CASE= BEDDING ANO BACKFILL AROUND PIPE (LOAD FACTOR 1.8)
JO//VT , , 'r:;..::",:j
• Lel ,. .4.;' •-'� �.� A. "W" AT SPP•INGING'LINE SHALL NOT BE LESS THAN THE
• ' •.' • `��� •�~�� '' •~ :4 L�' FOLLOWING: 6" FOR PIPE 60" OR LESS IN DIAMETER, 10" FOR
�. • w ►•:' PIPE 63" TO 108" INCLUSIVE IN DIAMETER AND 12" FOR PIPE
• 'V �''' *`•i' • LARGER THAN 108" IN DIAMETER, THESE DIMENSIONS MAY
6.1 �':-�:•% r ' i INCLUDE THE THICKNESS OF ANY SHEETING.
• 4,+ .d S. WHERE COYER IS 10' OR LESS, -W" MEASURED AT THE TOP OF
A ,!',•�•, ' ;•� .:� •. PIPE MAY BE Y DIMENSION GREATER THAN THE ABOVE
`!' BAR S MY
MIN!MUM, UNLESS OTHERWISE SPECIFIED ON THF
(IIA/L-0.55 OTf1E�Pif1/3E NO)rffD) d
4-•!,••: PROJECT DRAWINGS.
/ �� / / " 1'! �;, .'� :!._ C. WHERE COYER IS GREATER THAN 101 -W" MEASURED AT THE TOP
T = 6 FOR V= 0-8 CO�t/CRETE ,�-5TREA167//p� �'� OF THE PIPE SHALL NOT BE GREATER THAN 10- FOR PIPE 108"
T = 8,r `O/� V >-3 -rION'Is,
5YXI.L BE /Y//A/ 3000 /: ✓. IN DIAMETER OR LESS, OR 12" FOR PIPE OVER 108" IN
2 A2R DIAMETER UNLESS THE CONTRACTOR AT HIS OW EXPENSE
9,,/ Y-5 PROVIDES CASE 1 BEDDING OR .STRONGER PIPE. THESE
NO SCAL E
DIMENSIONS INCLUDE THE THICKNESS Of ANY SHEETING.
L
jQ
r 'PCs DETAIL - R-C.R BEDDING
v� ToP of cU,PB A _. B,_2„
: 4 -5-� BARS CUT /N 2 2 5,
NNNNNNNNAvg
' F/EGD FRONILONG/TUG/NAL
I 2 N .
•
• BAPS THAT 1'1/OV1 D OTh
w . • : ' !/1//5E' FALL //1/ OPEN/NC�„
FOR PV LESS TN•4/Y
USE wle
2 -404, 8�- 2v
s C r10A1
NO S C AL E
lrVf/E�Y DUTL ETE.t'TEiV
T /NTD OUTE�P �IPRON �JOO 3
S•TREE
145 51100IN OSP •4 O !�1//SPE CIES
* � I
r,QgvsirIow
T:-
rj fly /VOTED Ilot
h0 I CLEAR
r TYP•)
JO//VT 2 ¢ it O
'8 B,4RS — — — �-• � o Z
AS 5,,v OWN O/v p�YGSJ
/NSTALL �1�I.4it/NOLE v�
,x C'OI/E�P
�1 A
F/ F1/47/19i1/
2"
SOX 5EG'T/ON
,r�Eln/P'D2CEMENT # 3.57-/,rzR/JP
�T YP/cAL�
9"
WINDOW DETAIL
N.TS.
7-
9"
12"
�3 �T/,sieve
SSC T/ON
AN -A
A`*1
Yr
'FA /25
HDR/z. �.9R.5 CWC
C (TYP> /1tORTAR DBL . /OX 6
1 C
RCB
RASE `/'�/� �" r .
F R .S: B. COUNTY iV�G• /' f� 3 -5 ,8/1 �5
PE
�
W6, Z04�
STS O I I a
5 `p J
/PO
,q/L S - TYKE ,B -f
P INIM ET OET __ C
CA rc
B���N O —
5E'C71- 01' AL ZZ 5-jo TION
0. 0. 0 A
L /M/T OF
inert+ r•iny shall lir rti.r.fomeol with two iosenno o frown and
Manhole rr�r•� 4 ►wind stoeJ hoops ; b ince and A inch r, _ ,:-. oavr, Std. Plom t D « �_ sr CONCPETE APEMOV4L
•� LA G F=)
and cov.r,Vtan 2-DfIt.I7l shall �o reinfornsd with Four hoops, ti
with Pio. 14 A.s.k W. 9au9s wire a ..=.1-2 tar
: -: .A.r.ar T \ inchers ori came _.. T - SEC TION A" /'"1
0..• 1 under N.le
lit whe
bl* Los
J.Sas)"" � 4 - _� • Or y •'� •9 /.
.o l f.r �.•....•l. .out"vol.nt , . _ '� ►� +, �„ .;;, -see cant.N• Rini, 3", 6'arlt' rep NOTE FOP OPEN/NG THRG/ Eek'/ST. PLUG :
tws. t :. t -� N Q Tttii Jvtc aa.
ciRCU
• _ s..
2,C - /. LAR 1a00P5 NEED To ,13E T/EU
tis bora. 4 rag d. .:.. _. ) in•:a• uaiarrt - - �: -- : ;..: WITH VERT/GAL
1 - f 2 caita. 7 t ... ,,...., -- PORI ZONTAL 0,495
- 13EFOR67 FL fit 1W5 6u T/A/&
o, 3•' ..-« I . - - - er4 wire (loo
oil .!; .r I j •w ,- , - i 1 -j
-- 2. G,POUT W/7 -H CEMENT NOWT -49 4ETEV
1 I _ PLf/CE/l1ENT OF 5UI�POrPT/NG
.►'�: CROSS SECTION a • , t5ocentr•c vr.t •
4- '' OF REINFORCED 1 �a concrete can• - -. CONCPETE
A -Z
UIN. , 6, 65; 4,P/NG
,5[/�F�IcE
%2 O, D. OF PIPE
111740�" D
v SECT/ON C -C
SECTION 8 -B
L A TE:RA Z. ORAWIIVG T RU RC'B f:71 L/C ,
•
3170 R E D H I L L AVE. COSTA MESA, CALIFORNIA 92626- 675 • (714) 641-8777
CIVIL ENGINEERING LAND PLANNING LAND SURVEYING
PREPARED UNDER THE SUPERVISION OF:
7_H N C; H 0 GA N . C. E. 2 6 2 29 DATE
T, - other lay esntsrs. Ex caps where stwwn
I-� •i+•.r.�ri.a, •�� .f steps Fin .r,.rr. RECORD DRAWING J
shoil las I," fa Is p ih��as an center
L,F See Sid. Dwg Zk= 096. L,f>rCFCD REVISIONS
6- ECCENTRIC MANHOLE st►oft ,red.,cor. and
rM�s 7 be pioin cancrate.
VERTICAL SECTION fo- unrAr•forced suctions, the n•iniw+www The information on this drawing is obtained from others and
OF REINFORCED CONCRETE � �11sholl b �Ir f� T h �a�;b must be, verified in the field by anyone prior to use or I QODED' RZ091) OQQI IN6 oars
ECCENTRIC MANHOLE SHAFT *"9
tsUTES •CONTtNUEU-
developlop 5600 p -&-i. or argot(dog
- 1n 26 s.
constrilction. HALL & FOREMAN, INC. is not responsible for
III. The swf•ces of cones and ghetto shall be smooth and redly 7- 1 underground facility locations or depictions. All above ground
flnis"d. Cones er shelf* •sash Imperfect molding w honeycomb
surfaces will nae be accepted l facilities can be readily seen and verified by the parties that
intend to use same.
DETAIL — CONCRETE_ RINGS, REDUCER AND PIPE FOR MANHOLE SHAFT
r
�4-
--1S.. note 5)
-See Stiffener
3/4" Hole,"H. D '; Detail hereon
equally spaced.
Center of hole to
be I" from O.D.
of plate.--"' °
01 /2
•
DI _ (Typ)
11
5., _
D
e
4•
:
CONCRETE RING
:t• '.
-9
2
51" to 66"
I 0
Ile
J L •
24.
•
20'
NOTES
'
�- - ' L17•
_ _ _ _ _
-- - -- -
�,�
2 -ALL JOINT, 3hal) be filled with I-2 rnor"-
_ a _ _ _ _ 34, Daft _-- o _ --
�- �'
��
jt 1�a
20
tar arW neatly point./ oe w•pw •.r• .n•.als
or short.
.
11.5.
31
i6 -Demi N H_ RCP
10.6'
3 -COLLAR of nwa
L f 1-2 rnortar around uor frome,
Z le 4" ;-Uorialong" pracndt
E toncre" se�cf'iaw�
shall be omitt" on rock and al street&
.•
;
and m paved stresf•.
,
4-
'
•
A'5 AwWa,d ori
•'
•�
S- STEPS shall bs } inch rour►d jolvaniz-
•sass. pieced
•� dinrctMy
VERTICAL SECTION
x 2 papa mat
'o
ma tr�•••e
OF PLAIN CONCRETE
wi411• Of Oil &to" •Mart be H w.che* be-
ECCENTRIC MANHOLE SHAFT
A -Z
UIN. , 6, 65; 4,P/NG
,5[/�F�IcE
%2 O, D. OF PIPE
111740�" D
v SECT/ON C -C
SECTION 8 -B
L A TE:RA Z. ORAWIIVG T RU RC'B f:71 L/C ,
•
3170 R E D H I L L AVE. COSTA MESA, CALIFORNIA 92626- 675 • (714) 641-8777
CIVIL ENGINEERING LAND PLANNING LAND SURVEYING
PREPARED UNDER THE SUPERVISION OF:
7_H N C; H 0 GA N . C. E. 2 6 2 29 DATE
T, - other lay esntsrs. Ex caps where stwwn
I-� •i+•.r.�ri.a, •�� .f steps Fin .r,.rr. RECORD DRAWING J
shoil las I," fa Is p ih��as an center
L,F See Sid. Dwg Zk= 096. L,f>rCFCD REVISIONS
6- ECCENTRIC MANHOLE st►oft ,red.,cor. and
rM�s 7 be pioin cancrate.
VERTICAL SECTION fo- unrAr•forced suctions, the n•iniw+www The information on this drawing is obtained from others and
OF REINFORCED CONCRETE � �11sholl b �Ir f� T h �a�;b must be, verified in the field by anyone prior to use or I QODED' RZ091) OQQI IN6 oars
ECCENTRIC MANHOLE SHAFT *"9
tsUTES •CONTtNUEU-
developlop 5600 p -&-i. or argot(dog
- 1n 26 s.
constrilction. HALL & FOREMAN, INC. is not responsible for
III. The swf•ces of cones and ghetto shall be smooth and redly 7- 1 underground facility locations or depictions. All above ground
flnis"d. Cones er shelf* •sash Imperfect molding w honeycomb
surfaces will nae be accepted l facilities can be readily seen and verified by the parties that
intend to use same.
DETAIL — CONCRETE_ RINGS, REDUCER AND PIPE FOR MANHOLE SHAFT
r
�4-
--1S.. note 5)
-See Stiffener
3/4" Hole,"H. D '; Detail hereon
equally spaced.
Center of hole to
be I" from O.D.
of plate.--"' °
01 /2
•
DI _ (Typ)
11
5., _
D
e
n
is
l Q"
40'
-9
2
51" to 66"
I 0
24.
16
20'
I
3
163.
22
-
20
4
60"- 63"
11.5.
31
66"
10.6'
_
34
-0-4-4, T/
TY,P T YP.) VxR/E5
RC,B CO/1/ST.
*54 /2 "C/C I0N/�'L5 � X 13 N
T 9
;#5' ge /2'/C/C WAU OD`YFLS
/ 0
f.—
DOWFL5 HAVE 7D BE' PLACED PA//YT W/T9 4 TACe COOT OF
/N PREOP/LLED HOLES AND ASPHALT/C PA/NT THROUGyoUT
G,POUTE'D IN PL ACE 771E JO/NT
POWLL DETAIL AT ✓UAICT/ON OF
X157-1 NG PR P 5 O RCB
DI RISER
DI AME ER
C.S.P
GAUGE
ld" to 27"
is
30" to 39"
14
42" to 48"
12
51" to 66"
I 0
Sizes and 3pac:nc3 of steel cis shown
on Plan, except that s bars e.rj
reach side of sha!'t shall he not omall-
er than •S bars. e' 0. C. or •qui va lent.
O
�A
w
•S ba rs
5long, 4" c.C.
— -74�s
PLAN
(Shaft not Shown)
5burg , 7' Ion , 4. o.c., of size ;shown
for trarlsvers� steel. bvt not Srttaller
than 115 bars. 0
Warp these bars under bars that have
been cut for shaft opening.
TOP PLATE � Ring Q D.
manhole frame )
S•e detail for , �e'S \ ---<(Typ)"w n"plot•. Cover, Plan 2-D4.W i"') -Street rade
Locktnq DeviceVii:' ai 472 9
Elev. A Orodk,9 al Ilp, --- • -1/2" std. pipe or mild steel Dar aI —� /s�7/iGi ,
I unless WherwlN ( „ „ o:! 1 1 " " Concrete rings_ N
shown on flan.\ 1 1/4 x 2 Wide WI I/Vk /Z,x /a and reducer
C. S.P. O.D. o, Angle Plan Na. 2-D107 !0
CLZ
� • of -' -- I � v � ,' / ;N ,
�I . pp' seat
3 Lo L,
1/" Steel plan• L --
( I n baa DETAIL- PLATE STIFFENER m►t fillet under -,shaft- -
_Ll— _ /_' round y9a I vans zed , -
- - - S 1 eel SiCps 14"T0
I 3/4 Hole t' �/ 15"0.0 .
5 O.C.
_ match top plate See Std. Dw 2-D96
Std. ga1r. conn- BOTTOM VIEW 9
.Mian bond. SECTION B - B
I CAGE RETAINER RING
I --- r me � Conc. collar MAN ii O LE
/-C.S.P. �,R.GP n u. -R.C.P caiE� FOR
I C.S.P.-, BOX SECTION STORM DRAIN
o • a
I _ o ' e ' NOTES
Slope to dt•oh-t. - �I _ n.
"�
IE I- ACCESS SHAFT See 2-131107.
(-T
I _ _ ' • ^ _ 4 6"Tin, " 1 ALTERNATE JUNCTION 2- DEPTH P : When depth P From street grade to top of pipe
DI - [�Ml
-.__Dry packt� seat is less than 2'-102 in paved streets or 3'-6" in unpaved
Cone.elob�� }� ' ►j-� ' 17/e'� 9hreets' construct 2 ft. diameter shoft, using concrete rings
ELEVATION I I " 5 ,, Teflon tape— � 8 cis per` PLAN No. 2-D10-7, otherwise construct 3 ft. shaft cis
2 /2 x 2 /2 x /e shown on this plan.
Steel bar (type)---- OPTIONAL, CONSTRUCTION: Dimension from outside top of arch
NOTES Scarf and weld
I. Riser pips shall extend to'Efer. A". --! -- +- -- storm drain to top of pipe seat, shown 8 Inches on this plan, rn'ay
2 Elevation
le ration A, Di, Ole :inall1c arm
shown on plans. 5/6 5/ " x 5/ " Spacer _ -y- � be increa secs, except that in :3o doing ,P shall not be- reduced to less
Corrugated pipe 8 8 than 2'-102 for Pavc,4 streets. or 3-rafor- unpaved streets, and -lits#
4 Orate assembly shall be golrofire9 pfter fabrication. " -�
'�. For D134 and larger, weld 11h x 1)4 x /a angler to plots with I wolds d 6 o.c. ;/2"Allen bolt reducer tea) I Ix used .
d n• numbs► of hors on yral• ossemDfy.
T. Gogo of pipe for ausnefer N soon be some a for riser. 4- UNREINFORCED ARCH '. When spociFied with unreinforcecl coil -
Riser and elle shall be shop fob(Kated and galvanized offer welding. HOL D -DOWN trete- arch storm drain, construct manhole cis shown on
this plan for arch section, using 2- '5 bars.*
• 5- STATIONS shown on plan refer to center line of shq-i't.
DETAIL- INLET STRUCTURE (305) �'-RE1NFORCING STEEL to be per 20 -►71. o� LAcFD
3M
Q )f ES
i
W
cr. r • i
CIV11.
�FOF c�uF��
8- STEPS shall be 4 round galvanized steel anchoreci
not less than 6" in walla of structure and un Ices other-
- wise shown shu 11 be spaced 14" to 15" O.C. The
lowest step shall be not more than 2 feet above the -Floor
9-fc = 3000 psi at 28 days.®See Std. Dwg 2-D96
10- Wnere Pressure Monhole No.3 is specified on plans see Std. Dwg. 2-0210 note 3.
IV14NI10LE 9114,* O/1/
TOP of Rc�5
N T.5i. '
CITY OF FONTANA,* CALIFORNIA
PUBLIC WORKS DEPARTMENT
STORM DRAIN PLANS SCALE:
AL5
� NO SC.9[ E
1//V
�eaMISCELLANEOUS DETAILSDATE =
� 13Y Ill
�
1013 ►d0• � DR. NO. SHT. N0.
APPROVED
A�'``'� ,f _5.42 8 OF i
CIVIL ENGINEER R.C.E. ,d09GA
I A / ?/�> //n .-7n
t.//V ✓CJ/v G