HomeMy WebLinkAbout1796-4Rsinforc•d concrete I 4
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2-A bars - 4" c. c., a c,rvp. s. Angle shall not exceed 4•S° dation telae
I 3/1' round aolvoR$od
For outlet ase standard s when side .xeNe{ lo% I I•-a
, ► of roan 1 flow I . I I (II steel Neps %4"o.e.
�,,+ -A bars violet pipe e 1 catch brain pl..n. II 1I 3"�•
_ D Indies A Bars , ti-- •� J. Ilt 4"x 4" mortar fiMN
A bare_ /..� c >! beddin — --- a --- - • '" ""
f : N'E =fir-- �� T_
12-39 5 ° -._._! �, F of Cement mortar - - ,� min. See Note 5 A _ _y , / A SEE NoiE A
I 1 _ 0 1 _� _ _- - - - - 1 Catch basin floor ~ r 'e.... +• i -� .. '• _ 3 re/ ,
-,Burn a cut pipe to I I .. 42 60 6 1 .Q
all pO'n_or surface of concrete , 1 q9• _ 6a/ nv o _ / „
rein/- �- - . Not : W ! a fi\420.0- 1utlCl cone _ I " _
1 con __ 1 � • hen catch basin falls Q'' _ ` i � -3 Radius T I/z"I 4 o.c. -
r " -� All steel rel"faesn+ent
c r e js ,Round ed es 0 , t on to of box the opening may ., . ' , , ( `"� �` � t
4C pfPe i p D 4 Y en,;asc t ent when more � ! � Rvd• I•o•d.put =
/. ► I _ be formed throu h floor of ; - --
CM el, I - S ! _ p than one --ectlon of Station ( _ -_ __. „
or
or
rInlet pipe , ��?� A.C. tpely _ - ; . c .� a catch basin and fop slob of box. c a' Bedding of I I. All corrugated metol pipe Dail .fittings shall be golvanited. --
beddin S�g� - `� Set Note 4-' - ,~ } o ,6ockfill with _ ��? ��1 /�v 6 of pipe 15 used ' A inlet g e- -' leve S _ I
ton
bedding-- -�;� � �, �t 3 PID 1, 11
I I". ,;;. » s - _ » A bora-': ,�'� " Q420-C-2000 �-+� s ° ---- R C Aox ( I • « ,( See.Note 4 2. Angle A shall be shown on plans and shall be between 45' and 90° and D shall be 24 or less. l
If3 N. , �� I concrete X ' a ��, Di p i D !
Natural nolo A Dae- N t 2 -0 lorlig SECTION 8- 8
ground _ '-E ' con►pac! rwl `I6 a 4' len D In ft. +'3' {2'' i I 3. In no case shall the outside diameter of the side inlet pipe exceed e '
,► - » , length _ ?!' Qi Backfill see /
- �-2-A bars 4 c to rsl�,fve ° ! laced under cut bars and on t I ' note 7. --� one-holt the inside diameter of the main storm drain. PLAN
Uncompocted _ _ ' > > ; p Y t Q , , . (Shoff Rot {h0W I
tienslt y req d a J o lop of uncut bars in bottom i I I 1 < .
llackfill •-, of top slab. Omit bar, that hit a a Station --'9 "»
CASE I CASE 2 by spec over sidewalls. , SECTION E-E 1 " ' 4. If Angle B is 45 degrees or less, use Case I. If Angle B is Two S EC TI N A•A ir`•icdtlOAs. SECTION B - B i 4 �,,,,o,'A" ro a„a ca„ , Two (2) lndt deep sant to correspond to n+anhole shaft,
Pipe bedding u greater than 45 degrees, use Case 2. r std.�len`�3o-0-0� fhr� Mout bstw.«R short onaawl.
---1% -
� I
Undisturbed earth- 633-0-OC
PLAN 5• Center line of side inlet shall be on radius of main storm drain comet. • I . „ Mhtimu►R ?-w„in” fa Paved str.N{
C ' Min. bearish •intoes , \ i SECTION A-A rings .Mint,+",+s 3-6 io. unoay.a th.efs
44udle O.D. f____ except where Elevation S is shown on project drawings. 2-0
h _
CASE I S ..dtx.r R.r i
std. 1 . .
� �L 1 6. The opening into the main storm drain shall be the otitside diameter "'++
- -
1 1 I - - of the inlet pipe plus I" minimum or 3" maximum. "+ �� "A"
\ — E T i , I E :m 1 l sE Rou dT eds of Inlets
5 1 /
I Between I ' Q 0: r - fi - „ 7 Backfill I with slurry containing minimum 1 � socks N _• ' »
2 N f Max. 30 �mt+eter side Inlet. Use Sid PlanD12 (AM NO. 2)
/ ^ �/ _ _ Cut bars 2 T_ r for side Inlets} se diameter.
� � � ' �F, 564-C 3000 _ - _ l -
(S• i �' ,� ' Concrete Boom I ( clear cJi opening _ j
n� r i , i . \ i -- y --L - i ,r!( boot elevation
\ / i � 1 - - - / - - --� _ I � i ;kl. •• '`+t d tf+is pair ,
I
5�6 ► _ °'/ ---� #5 6- -�_ _ --_ =-1 - 0.1- �PEF.: oCE�1�1A 5'TD. PGA/V 3/5> � 3,-s ' T
-I i-. -O.D.+C? "_ _ ♦; d 5�4",to be placed �, • T�-•-
A L ---- '�+ �+' I - �A SECTION D-D r ,
2" clear of hole --Reinforced concrete _ ------
_ _, _ -''1 SECTION GC - - _ SECTION A-A
- CASE 3 - TOP SLAB ENTRANCE I O.D. 1 or c"`po R
A Nre�"" -..l • -- (� inlet structure
-�` ---
Do 30" OR LESS AAtn.
PLAN ___ 4 � GENERAL NOTES
Backfill -'� --� � 6" "m°X)
0. D. -
CASE I -BEAM SUPPORT CASE 2 -COLUMN SUPPORT _ - / - Concrete
• S FC.M.P.�PEF. LA6FCD 2 ,O/R/> �7' o encasement I. -HEIGHT H (in Sec.A-A and Sec. B- B)shall be not less than 4'-0; but may be, increased at
D 30 OR LESS D a0' OR LESS OR C M ` r' option of the Engineer provided that the value of M shall be not less than
D• 30' Oft LESS FOR R.C.O. OR C.P. Pipe bedding-- - , o 31jRo -_ the minimum specified and that the reducer shall be used For H (in Sec. C-C )
drug_ �-� see Note 4.
NOTES' _ -
I All corrugated metol pipe Dail fittings shall Go galvanized. DETAIL Min' ' 2, - LE NGTH L shall be 4 for inlets of 20"or less and lot for Inlets greater than 20" unless otherwise $howl%on improvement plan.
4° See Note 5 -`' (May be increased a max. of (1) one foot at each end to most pipe ends. Continue 04at 4' o. c.
2 Use Junction Structure No.1 where size of inlet pipe exceeds dimenwo s given above 3. -SHAFT shall be constructed as per Sec. C-C and Detail N when depth M from street grade to top
3 Unless otherwise specified Case 2 support shall be used » of box is less than 2'-101/2"- four paved streets or 3=6" for unpaved street$
4. El. 5 shall be specified on project drawings only where top of pipe is more axil 12 JUNCTION S SECTION B-B
below soffit of box. 4 -DEPTH M may be reduced W an absolute limit of 6" when larger values of M would reduce H
y(JoSe)NO., 1 CASE 2 DETAIL (in Sec. C-C) to 31 or less.
- t T 11 H e 8'.
5. T shill be 8 for values d H up to Dail including 8. shall be 10 for volute of over
N -T 5'JUNCTION TRUCTURE 6 - STEPS shall be 3/4' round galvanized stftl and anchored not less than 611 in the wall$ of $tructtureA and shall project
a min of 4 inches from point of ambo4ment. Unless otherwise shown, steps shall be placed I 4 on center. The
• lowest step shall not be more than 2 above the ledge at the side of manbole floor.
(JSn) NO-m-20 7. -REINFORCING STEEL shall be # 4 bars •, deformed straight bars I V2" clear from face
of concrete.
N•T5' 6, -STATIONS of manholes shown on improvement pion apply at center line of shaft.
9. --FLOOR of manhole shall be steel-troweled.
'4 a a"
BOTH W,4 Y5 10. -RINGS reducer, and
pipe for aces:$ shaft :hall be seated in 1:2 mortar and neatly
pointed or wiped 'inside shaft.
f'�POTECT/ON BAS - �/4" THICK 5 TFEL PLATE' - '
II. -LEDGE shall be sloped at 2t1 per foot.
scoPE ice~ P��FT PRDV/D£' .SLOT FOR ANC14OR
""' • ' BOC TS 1 OR/L L fO/T SUPPOIT T
Use /�1ANr1/OLC_ ND. ,t-for.outlet pipe dfofnslars of 42t►or.lsa,
T
`� .--- SLOPE
/ /Z'' PERF • BOL TS. / �/4 " //4L E /N STEEL PLATE
� affil inlet iliometers of 30" or less.
-S11G 771: iYELDE.O
�ry�J e Z''0 STEEL PLATE �/z "Died. NEL SOV -5 6V �,PE'F' : OCEMA STD /3/D>
"T .4NCf/OPS ,FULL !'YEL D�
DETAIL— MANHOLE IVO.
/NST,4L t �- /NL ET ,4it/D�O.P
STEEL STEPS PE.P 3 '� . • 'C•"; '. ' BACKF/GL "is SPEC/F/Ev
C,4LT,P�NS 3 TO. �1*44Y BE /N ,4NY l�Y,�JLL) 12 `••.�• �- -
OiP�4vY//YG
1/4
W I T- " FOrQ
Z"CLCIri� `��
CONST. (TYPE ( T =8 FDR '1 • r�,POTECT/ON B�.P 3/4 " D�Ic4. TDP OF _ �-
JD//VT �. •11 6ED0/Nv "B'' BEOGY/VG "B'
' �FUL L fYEL 0� a ,t D
.900 -'' 4 B//.P S �< ' : • ' • .1...' ,,.PAD/US 6,,CCAY.4 T/D/1 / 777 . o
U=3 -¢
(UAiL Ess or,Pwi�E NoTEo> X�POU/VO P/PE. /" p/A x J=9" _ Thi/5 L/NE • 0 0
CONC,PETE ST,PENGT.y PE,Q�t-1/ T TEO
5UPPdP7_ BOLT '. r� 5D DEDO/NG QA's
�CT/� SHALL aE ,Ir1/N. 3GYXl PSI ► � � •
A 28 PW:L-5 , • ' . ' BE0D/AIG 44,4 r/_ • aELoi� ,61077vM
6F P/PE 5Hf1LL BE %/2 "D" FOR
GEURAL NOTES$ P/PLUS ,39"D/A O,?LA, E ANO
fD,P RIR6.0 LE'�S 7j1�N,�9 LY4.
/A/ NO CASE-611.4LG /T BE Lt�.5.5
1. BEDOINO 'At SHALL BE COMPOSED Of SAND, NO. 3 OR N0. 4 CRUSHED T/Ir4N /" QELO` ,41yyee" � av_z B
CvRB f cE Q Q A /
�4 it TDP OF �U.PB CU�j./ O/ E/V INC OET�IL � FI D OR OT OR OIE A GRANULM MTHEtiIAI AS NAY BE MOTEL
SPECIFIED OR OTHERWISE APPROVED BY THE ENGINEER, THE FV1XIMe1N
• /VO SCALE SIZE ROCK CR GRAVEL 51IAII BE NO. 3 FOR PIPE 27" IN DIAMETER SCREED BEDDINO JAI TO FIT VAt% t *0 Ill" O/
+ AND LARGER, AID NO. 1 FOR PIPE SMALLER THAN 27" IN DIAMETER.
BEDDING 181 SHALL BE COMPOSED OF SAND OR 011iM GRANULAR -PIPE. 1YI1E OF SCREED AND JK 14THoo b/ fast TO $E
MATERIAL AS MAY BE SPECIFIED OR OTHERWISE APPROVED BY THE APPROVED BY THE ENGINEER.,
ENGINEER AND SHALL BE COMPLETED PRIOR TO PLACINO BALANCE OF
Ol/TL ET O.Q /AVL ET P/PE BACKFILL •
O�°iVIN AETA/L NATES =
Z. CASEJj REDOING 11N0 BACKFILL ARWt10 PIPE (IOM (ACTOR 1.8)
• It - • ' ' ` 1. I;q c S TEFL P.PY�TECT/ON B.4,e X 511 PLATE Sf/.�LL BE /NST,gL L EO
.� A. "W" AT $FRINGING LINE SHALL NOT BE LESS THMI.THE
9L EiY1 BEOOE� ¢ ,4 T E.4C'hi ENO
Z. Sl/PPO�PT BOL TS ffA/ 4L L BE UN/FO�Pif'!LY 5�.•/CED BUT NOT TO f011OW1NGt 6" FUR PIPE tS0" OR LESS IN DIAMETER, 10" FOR
Fo,Q L GESS T/+/AN ,5 ' E.,'CEEQ 7' 4�V CelVTER, PAPE 53" 10 108" INCLUSIVE IN DIAMETER MIO 12" FOR W PIPE
VAR/S 3 SUPf�RT DOLT Sf>/.4LL BE ,4L,S/�4�I'B,PA FOU�I/ORl'f'-/S72 ORP LARGER THAN 108" IN DIAMETER. THESE DIMENSIONS WY
USE L �Z APP.POf�EO EQ!/�4L . (HCIUDE THE THICKNESS OF ANY SIIEETIN(i,
4 STEEL PLATE Sflr4LL BE ,4L h��4 f�iB�P�4 FOUrvD•PY ,9- 39i/ OSP 8. MIERE COVER IS 101 OR LESS, "M- MEASURED AT THE TOP Of
XPP�POI�EO EQUAL . PIPE MY BE ANY DIMENSION GREATER 1WW 11E ABOVE
ok'OTECT/ON B,4.P Sll�4LL BE .4L />✓Ai%IBiP,4 FD!/NORY A- /S6 S USED PROJECT
NIN!FUN, UNLESS OTHERWISE SPECIFIED ON TFMF
EDU,iL PROJECT DRAVER ISG NO SCALE C/ c. WHERE COVER IS GREATER THAI 101 "tf" MEASURED AT THE TOP
OF THE PIPE SHALL 1401 BE GREATER THAN 10" FOR PIPE 108"
IN DIAKfER OR LE4S, OR 12" FOR PIPE OVER 108" IN
DIAMETER UNLESS TIIE CONTRACTOR AT HIS OW EXPENSE
PROVIDES CASE 1 SEDOING OR $TRONGER PIPE, THESE </QE Lf>'CFGD 2-0177)
DIMENSIONS INCLUDE THE THICKNESS Of ANY SHEETINQ.
ORO�P .'/✓L ET �i` kvH.ClY OvlL e t P/f'E ElrlL_iI /OS
` SrrPEE T INTO OVTE,P ,APRON ,400 3 a �a�.Ps DE'rAILN -- R. C e p BEDDING--
f
�� .5rX;,r1a1V AS SNOI�ViV O.P ,460 !�1//rPE tilESh�
" \\\\ 1 N T 9.
OPAL d. T,PA1VS/T/ON
7 .y
G"OR 46 0. �
26 2 29
JO/NT $ X00 2 04 h
O
-- - Y- o.- CITY OF F CALIFORNIA e
/Nsrp�L ti1,�.v�/oLE
f �P,4,1E 9✓ COI�E.P _ L �,Qs- 5110W/1/ ;QN owGs� DETAIL —
f'- PUBLIC WORKS D
It
sro Ol�YG, 2'04 � /�/ ��i(/ DRAWN BY
STORM DRAIN PLANS SCALE:
CATCH BASIN DROP INLET,TYPE B • AS HORIZ.: I"= 40
DETAIL SHEET
3170 REDHILL AVENUE COSTA MESA, CA 92626-3428 (714) 641-8777 DESIGNED 8 VER-T.: I"=4 I
N.T.S.
_— CIVIL ENGINEERING LAND PLANNING LAND SURVEYING L 'TRACT NO,'S- 1;419 7-17-21-3 & -►4 DATE
cHEJCHO 6Y VILLAGE OF HERIT/\GE
PREPARED UNDER THE SUPERVISION OF: � JUNE 1989
J08 N0. APPROVED �/° � �, � DR. NO. SHT. NO.
NO. REVISIONS ENGR S. DATE CITY DATE 3826 ' �q6 40174
P JOHN C. HOGAN R.C.E. 26229 DATE INTERIM CITY ENGINEER R.C.E. 2512�i
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