HomeMy WebLinkAbout1215-285817
A49:1?71aoyf" f?rrrre qrial fc o Aii•--
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4 0 a" ,both WaEll to ys
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1/16• Hole in steel plate 1 t 5/ops %4' y, ___`_
c o /bar (
5/16e Thick steep plate 1/Z- son Stud' �• 2 •• ;': •� - Prate See CUA � •
Dia. Nell . -� , , Protection
�I ' Dett?ll rhIS Sh2`' Reinforcing Steel 4
IA! R Anchors (full weld) /hS7ty// 3/.¢ ", / Sfet� • • m P/oE� l�•4. Y � .� � A 9 Ti
• � .� •, , e bars
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• �'!'`' • 1 a' • 1p$~ ?'blo9" ?' 9' ' ;.� ' ll .. i I / Structure`� G bars
,� •�1 Q Q `' 3" Min. �_ I I 1 Sp EdeounB
;; j.'' fit ''• •. 'V 1, - I ( �� rJ" .,F'rliKj Ilne� 1 Ed g 3" '
�f p i cVI'�✓ r� �� N �t/�7 /y��/�r A. o ' • � /Z �r I 12 Tt to 3' Aneage , 8 �' �. f` �, + ' F bars i Elev., R.
O � /�" h'' ', '� } , � /r IV •/ I 1, I I 1 � ` � � 9 � ! J W 311
, of , Elev. S
I/4 V. r Cv Concrete ( I �,: �T Concrete \ , .-T •• • e . 4 '
�,—T---r•- -r2=1��, Cradle 1 E and F�bars [IA ..
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• • : +, ..TI�P.Z� d�lQ�a� \ ' ; �a� • � roe a
N lQylc'� ., Outlet /•'/ /1'i Break out I 'Sia H H
,• -'I pe ( Ma be in any wall) limits ley. s Tie bars Concrete
Protection Bar 3/4 Dio. \ o- ,' ' I „
„ „ . (See Note 4) I (See Note 13) #3 0 18
1/2 Dia Sturrup (full weld) �- 1 - 1 ( C Undisturbed earth 3 min
-74
S f Dia. x I 9 Support Bolt
/ pp — bars SECTION
0 6" Z—Z
':.:: `:� . `� •a�:;-. �' a•', r/ S .� a 12' Round11ed9e ( .1
I NOTES -
go
\ NOTES E S - - -- - PLA
�_ .,: �•: tt' �'' -' ��-• 3 R. � ..• - ' Z ,o r - ... , i �. to 3 R. i 6, � Junction Structure T „ '
„,. L ,� :i. •r.,. �.� �,\ .• I, ' 1 CO/�5f .TL 3 Min. 1P )
�•!: ;,°•:•;•:• T ` '" I. Jun tin
• •�'t'j,'.•4'•i; - � ,Y is greater than y e I (or Type III if B 33 is to be used when O, D. of B
g e /z the I.D. of D.
one section of pipe.
.;•.: w:r� � I ( y r ,o N � ` .� _ _ i J o ore than one opening shall be made in n se tin �� ��
NOTE= N m
_'• «• '� ' . Main Line Storm Drain 2r Values of,A,B C and D are shown on project drawings. Elevation R and
=�=.;;:.•:: • � 1 = •• ' • • • •+' I elevation S are shown when required per Note 12.
t (R.C.P. or reinforced.
monolithic arch)
1
:.�,�;:*::: ` ` \` V. w�c� / 1. All joints shall be set in a c c) 4
•;:f: a \
•• b. �•� ,• �' ono h 3 Elevation "S" applies at inside wall of structure
P/"'I s class C mortar.
�. •u •y p o he outside o the s ur wall with the main line
i:• � �•' '�•'•' Upstream e Intersection sects n of tf p
/:• •� � � ••.. =r�•1�•q.�: Breakout limits shall be determined as follows=
2. All precast components shall ' ,, t 11 eamlimit-'h 'nt rne
p pe wall.
#�/� �Z .�- -/ I /2 T Tie bars Downstream limit -6 downstream of the intersection of the outside of the spur
'p•:a.A ":.:'.:e� � be reinforced with I" diameter ameter
(c'%� �%4d4 t��/'"S �< a -. • .: >'D'3 018" wall with the main line pipe wall.
chi'" The opening shall be rectangular and cut normal to the pipe surface without damagq
::•:a. >' •. steel wound spi rally on 4" SECTION Al "- A ''"��e
/ �'• "• •n".�. ' centers G bars- c o;, reinforce steel. Provide a encasement a the of the
r77t �'7 o a to the limits of the concretecradleif a 'Dint in the maoinVeine pipe within th�Qlim(�
NOTES $7� `vhcn /ca f�-a i P P e s
3. Maintain 11" clear spacing � �� T B a T of the cradle.
N , •�•• ; '4 5. The transverse reinforcement in pipe shall be cut at center of opening and bent Into
between reinforcing n and /t7/Q O� I�U/"LS A top and bottom slabs of spur.
1. The steel Protection Bar and steel Plate shall be installed g
and embedded •4" at each end /rlfet''ior' Sur"fpCe• 6. The main line i
.; - " ^, . v. « .•.•• •V,-
SECTION
o' ; e pipe shall be cradled and encased in 1=35 mix concrete, extending
longitudinally 12 beyond the limits of breakout ($ee Note 4); and transvepety a
Z. Support Bolts shall be uniformly spaced but not to exceed
S E C T O N C " C 4 . Concrete base shall b e r distance of H on each side of the centerline of pipe. H=1/2 O.D. of pipe + 3 min.
7 on center. Class A. T
• •- � • '• � Cradle may be omitted on side opposite lateral inlet when constructed in connection
Support -Bolt shall be Alhambra Foundry A-1572 or approved equal. 5. Exposed edges shall be rounded
with existing storm drain.
SECTION M—M 7. Reinforcing steel shall be placed 11/2" clear from foes of concrete, unless otherwise
3.•• .. _
4. Steel Plate shall be Alhambra Foundry A-3911 or approved equal. with a radius of ". outlet Pipe K0,-_r",71e,0
snows.
5. Protection Bar shall be Alhambra Foundry A-1565 used with
`:# 8. E and F bars shall be carried to a point not less than J distance from centerline.
Alhambra Foundry A-1577 End Anchors or approved equal . dlagOnal� y' 6. Reinforced concrete flat tops ,u TABLE OF VALUES FOR T J=7/IZD+6".
,..,;, '• • ,. !� . shall be installed when depth r 'v'' 9. Deleted
`'d' f cover over cleanout ea n o u t to , I 8_•_.�_ B T Io. Floor of structure shall be steel troweled to spring line,
OPENING � � �, I :•,:....+., •.:r•,;.,I•• � 0 COV p ;.. ,�.�� , :� �,�:. t' �• 12 6 11. When Junction Structure Type p e c ch storm
.CURB n t exceed 3' "'ti;`. .. LY is specified with reinforced monoliths arch
does o
drain, value D shall refer to the clear span of the arch.
Reinforcing steel shall be cut and bent into Junction Structure in the some manner as
2 r, for pipe. Concrete cradle under reinforced monolithic arch is not required. k
6 12. Inlet pipe shall enter main line radially when elevations "R" and "S" are not shown on
SECTION B "- B 24�� 7`� project drawings. When inlet pipe enters main line other than radially, elevation "S'
"'•.' LEGEND O N PLANS TSP 27 7' shall be shown on project drawings and inlet pipe shall be laid on a Straight grade
G from elevation "S" to catch basin or
- Fa/? W LOSS M71M�(/ a j,/5'� //Z 30 grade break in line. Elevation "R' shall be shown
�► T on project drawings only when stub is to be provided in main line for future .:islet pipe.
It -• - — _ _ ,� _,_, _ _ _ _ _ _ / \ / / 5, 13. Stations specified on drawings apply at the intersection of centerlines of mainline and F
t 11117 '/7 oUzL�6f' i exfe��/s /std
;' �P 36 7 laterals, except that stations for catch basin connector.pipe apply at inside of structure•,!.
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� ., \ � outer c�oro/� c� c/ 3 �c�r-s c�S Tl-ai7 tort _ - - --- ------------- --- - - - -- --- - _ _ " ,
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.. •. .. • ..� /Yu/•'J .,
�JUNCTION STRUCTURE
111**4 TYPE IV
I C Pipe
Precast concrete end
,t block to be placed flush �.
1 with end of pipe 8 '
i I B I •� B �1
I 1 PLAN
I , t
�E'E/NFOl2G'ED
up
�MS ORNI DRAIN' CLEAN OUT(**"3
-
M. ,atio _ /�.51a// /�a�h% Fr�/rle , � DRD� 1,v�ET _
PLAN � ww s�E C/, -y �,rrW4 N . T. St. ov /� A
- - --- 5T S T•�11'/D�t! CEtiIENT /r�oRTAR y
3 . r • To Dsrs - F b N'S 70
,•
901 -.
i e tl s t e p e ,6"o.c Casual rots �d rod�.=ea ,r^-- handl cutsfde NOTES - P �., A N
See std. dwgs: I ' tate of cot�crNe
, See std. dwg. MH 257 I I -VALUES for A.8•C, D,,D,, ,Elevation R. and Elevation S are shox� on the improvement plan
� a NH 254-2 and � o• I TABLE of values for f and T hereon o
'`'�-► MH259 also `, , T ----B T 2 - LATERALS: If laterals enter on both sides of manhole,access shaft shall be located on side rt:ceivin the smaller laferaf TYPE B
:� ► ,
?note 8. I t- Baa H bars
$ A E'LE 1! S
� - - — .: - , •,� rt )•o•�on� l l 1 •�3E'O,D/N� ..
,d4 as /Zoe -- ? I �' ' '` • ' '' "- -- 3 CENTER OF MANHOLE SHAFT shall be located over center line of main storm drain when DI is 48'or less.in whiich DROP INLET'DETAILS I 1 ET''�/PE' �; 1
SECTION GG PLAN case place s E bars symmetrically around shaft at 45• with center line. 1 ,esaE NOTE •'
• a '� x-36' R.0 P s �>4 cover not shown
4 - LENGTH Al. 7.-S. 1 5
L may be increased at option of Contractor to meet pipe ends, but any change A .1.
I S �2 pipe enol f and 0 Bare , colee►ttt rings
o o �+ ;a
n location of spur must be approved b the En ineer. 5T<lT/oN
l I w• :. Tie bets omit this step j r5"yI"ring stat aQe y $
� p I , Stnet Grade „
t ► _ IA paved elrtete =- - �n For pav:a 5 - DETAIL M • When depth of manhole from street grade to top of box is less than 2%ioJ' for paved streets or 3••6'
` ' , ' : •. , streets 11 i
/ 7 O ,� �� _``- f I bote.� 11 LLI Fn► un Dyed strtNs ►ri np
H ba _ H for u sued streets, construct monolithic shaft as per Detail M P/�� 13�'O/lo
/ • -, �. �'' ,• The Contractor shall have the option of constructing shaft as per Detail M fpr any depth of manhole. - UiYo/S74W,,E3E,0 EARTH
- \ ` 1 • ' � A bars, �-T,c Dara I r y 3� 21.01• • e• variable When diameter DI Is Wor less, center of shaft shall be located as per Note 3
6 - REINFORCING STEEL shall be round,deformed,straight bars,l "Clear from inside face unless otherwise shown. ;' C0NST9UC,TI0r4 OFs CHoP
� ,--FoR..TR��cH vvITH I.oPtN6 --�
S - • ,• , 4 Tie bars shall be*4and spaced Won centers or.closer. is A - � F' LAN SECTION A -A
SECTION D -'D f ��-ji - pbtr� -� s.�v��1/ls _
;�
', 5 I L ' . Pou;d edits 7 - CONCRETE shall be class A � /i' TR6NGH Wtb
;, .. (,`N 8 Dari ! 3 to
radius
_ 'F� �F 8 - STEPS steal! be round, steel and anchored not less than 6 taches In the walls of structure Unless ;aJ /�, ���'S�`���•,`�� , ii���`'i/\�� ,
PIPE CLOSURE --- , _
' • . � �'• '' • ' ' ' �' ~ ' �� otherwlsZ shown the spacingshall be is on censers. The lowest ate shall be not more than 2 feet
,, r ,� _r r Ird �s #4 a 18"O.C.,bothwoys,to be used is , ibove the invert r �� RS 0'D
when 0 is 60"or owr. �� r •' _ ,3l� `' ro ` • . o
SECTION NM -P'0„2 , j , 9 RINGS, REDUCER, AND PIPE for access shift shall be seated to cement mortar and neatly pointed or � �' "�\ � • ' a''r
�r P.P.O 3 -No. 4 x 4'- 8 at 3 c/c continue wiped Inside shaft. y .!, • o,
41 _ `.... additional bars 6' c'/c to inside edge /i _._, I s• / /��.
a A4) of structure. DETAIL jVl /, /20.0, CONCI 'ETu op.
DP�3 1 I 4 % \ to Note //��,,� ��r �� ���It � !i I ' 0,4CiVF/L /Y. 6�� .•t • °:o;.
I
�%4 10- FLOOR of manhole shall be steel troweled to springint Ilse ./ /� 3 A CDS/CRETE
�by s- o' s 4 I I ��/
` �eyc —'1 I I Build up deck of men>;olt 11 BODY of mxrkIe,lncluding spur, shall be poured Irl one comjlriuou ation, except that the Contractor shall have the ' _ % f'/�E L3 A�/�/� / �t /�f REIA/F
_ to provide ley:1 pipe stet I I BEAD EXIST. P
?— , I option of placing at the Splitn$InR line a construction loinl rtlth bngticldinal keyway. �q,pg ,!B"�/,�:) OR SPLICE
D bye A5 AIECE 55ARY
Seat t
/ $ta or st�af
3'oc ,� • ± - \� raven top Isnot levet .� � D TABLE OF YAIUES FOA- f ANS �' -
2 F 8 T B T / I .'.,.IJ' it \ % "/Y1//�/. SSE
12' 4' 12„ 4., 1 3/a / i,� I I I l "1.• Li �� /YOT�' s3
_ 15' 41/4" 15” 41/4 84" 12 12" •"'� I SECTION B - B --
I`�"' tl�r� - S"c1'plpe stat 18"� 41/2 18 4I/2 90" 13 14" � i r , i � ♦ A � _ _
I I* If 02 or B falls between tabulated 5"
21
r 2 4" -
�`° ' , 1 •' t. ;
values ht's the highest 24 5 14` 3 1/4 /
t act high -- �. _ � _ _ . . / " 102 IS I 2use ne _--._-__,.__value to determine F or T. "27 27" s 1/z" los» 16" " _f 30 6r �_JU_NCTION:-T_RICTURE __- TYPE V _ 43
30 6' Ila 16 I 2 L41%
/Y.T..�
N >t Dt�3 r 't• bars ( 1»211 �� F b,K1 1 33" 6 1/4" 33" 6 Ila"
�-1 — �.` ZOrd edfies b S_t h 36" 61/2 36 61/2 126" 17"
" " " r Q� N ,O T E S
bars t--•� ` 1 3" rod 1us 1 i � 7 39 7" 132" 171/2" v
I ( ' •+� t I R 42" 71/2" 42 7I/2" 138" 171/2" o
A �r,d 8 " " " it .�
I �4 I ,� f a 1 1 46 7 3/a 45 7 3/a 144 18 1 1 AN0LE A s/-1f1LL �3E' _6WOWN orY �Z, 1YS 41YO 5,",LL 43,E 0_41rWEE'/Y 450,4WO _00 XeY,O D s/y,9LL A3E 24 �R,CESS
/rry �1 r I 48.1 " 4$,1 8,1 � • �X E
"2. //Y N4_ C,4a5E _611,41-4 Tf/,e OU?'S/OE _ D/fl/Y�ET�Ac OF THS //YLET P/PE C 5o
" " " S ►" l0 lam) �3 -8--j- alY. - fi 44F' THE /Ns/oma' ,aiA�r�TER oma' THE' MA/rsl sro,�n� o.P�irY
• ':. 57 9 1/4" 57 91/4
�L 1C�N ±�-A.
,�• 1 i _ " ��` • �`\' 60 91/2 60" 91/2 ___ _
► r Sr�'or=M ... ; ' ; '... •'i':'4 • ., �F�� - - — -- - - - - - EXCEPT I�YH RE EG Y T/4N SS s QYYN o/Y ,�iP SECT 17R� /NGS.
63 to 63" 10
• ! . r` 6"
,> 4, THE' OPEN/Na ///TO THE />1A/1Y STC ?n9 01?,4//11 Sh,4LL ,BE Tf/E OUTSIZE" O/A�YIETER
„ •. •. - 6 101/4" 613" IQ I%4" •, _ •
, r
l Na46ars at 18 c/G both way,:! !V�oI A_ bEAiL� OF 7�/E //YLET F�//�E PGUS L11/Yl/1Y/1YJ!//Y1 OR 3"lYIAX//!'1U/Yl.
I To be used when D2 is 60 or over. " " 69" 10 3/4"
, APPROVED
72 11 72 n \ !•. ,C3AC���/LL W/Tf� SLU�iPY COQ'/T�1/iY/iY� iYl//�//r>7U�1 //2 �AC/CS PC�C.Y.
t -F `♦ t F ` 78" 113/4 -- - __. " — - --- - - - - -- - -- - — - - - --- _ - -- -
IONGITUDINAL SECTION _ _�_ _
_ _
-- -- _
z -AS
PIAN 84y 121 2» . ,� ��.TS : • J -_ _-_ _ — _ -- _ --�lIL�'
(Shaft not shown) 90 131/a
TABLE OF DAft 512f:S 96" 14" — - .
- DATE I �-
D2 or 8 A 9 B bars Dorf bars 1oz IS 1/2'
•12"-39" No.5 at 3" No,4 aW
42'=84" No.6 at 3" No.5 at 6'
90" 144" N0.7or 3"_l Na.(3atr3 MCCUTCHAN CO., INC. CITY OF FONTANA , CALIFORNIA
265 N. SAN GABRIEL BLVD, (s,a). 796-5162 PUBLIC WORKS DEPARTMENT
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•� ____ _ - PASADENA, CALIFORNIA 91107 - Drown �� : UT RIDGE VILLAGE sc'
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Jt I IS TP UIQ PE� _SII • _
._ >. o d . _
F- _ _ ,,...y _ .F
Appr vet
r: �'AI H m
T Dat Designed b L� �. _L SHEET T
_T
GERALD E. UTT R.tv. E. 143 d e ,c±�
_ -- -•••
" Dw No
J . T• J Approved -
REV. Chocked by
DATE DESCRIPTION APP. -
'gam �.... -
c -
321 : I .s
_ -
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