HomeMy WebLinkAbout3819-5 •
1.1". EDGES
OUTSIDE
EDGES TO BE EDGE OF CONCRETE •
ROUNDED TO •
D BARS - 7Sawn (3•) R 1
•
75 mm (3') OC
•
IOAA(•3) TIE BAR �i P �- R=10 OF SPUR !"� \
Ct /� 1 tC •T
4-20M(06), E BARS •
STs t3'-3•) Lo <>�! I4
NOTES
SEE MOTE 2 �',� ' Alli Lam- �J FI'T' - 11.1-1177T(OFt➢1♦ I. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS B. THE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS THAN OR
D BARS -m 74 •-1014(03) TIE BAR 4-ISA*) H FIRM. M THAN 867 mm (2'-10 I/2•! FOR PAVED STREETS OR 1060 mm (3'-6•) FOR UN- EQUAL TO 1/2 THE INSIDE DIAMETER OF THE MAIN LINE. IF THE
i�as 6.24.• BARS 900 mm • �MH j•Z'W+L ' PAVED STREETS, CONSTRUCT MONOLITHIC SHAFT PER SECTION C-C AND UPSTREAM AND DOWNSTREAM DIAMETERS OF THE MANHOLE ARE NOT
75 mm (3') DC. 1.2 I3'-0•) LONG IW I♦[1F1'�:,TI! DETAIL W. SHAFT FOR ANY DEPTH
SEE NOTE ! - 3-ISM(N) J BAR= 1.4 s (4•-O•} [�T•L177CiBl•FT•1-�(li' MANHOLE MAY BE CONSTRUCTED THE SAME, THE GOVERNING INSIDE DIAMETER OF THE MAIN LINE
alICH
•"-- (4'-!') LOIr 7S (3•) CC �. M11F;T PER SECTION C-C. WHEN DIAMETER Di IS (200 mm (48') OR LESS, CENTER SHALL BE CONSIDERED TO BE THAT WHERE THE EXTENDED CENTER
CON'T.ADO'L BARS ISO mat pETAIL 'N' • 1.1111
-LBWF •T,,..TF>JI� OF SHAFT MAY BE LOCATED PER NOTE 2. LINE OF THE LATERAL ENTERS THE MANHOLE.
F 4 �(t•) OC TO INSIDE EDGE ILL«IQF1[ri�F i-tr"T(1Tl•1• 2. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF C. IN NO INSTANCEE SHALL THE INSIDE DIAMETER OF THE LATERAL TO
OF MANHOLE. SEE NOTE 2 MRINOS AND COVER NOT SHOWN) II S'I'>r''�[:'1ii1FlI•T 7 ■F�➢1♦ THE MANHOLE BE GREATER THAN 730 mm (30•).
[I ='� y�F*I�,.T��' STORM DRAIN WHEN DIAMETER Di IS 1200 mm (4!!•) OR LESS, IN WHICH CASE
PLAN . (SEE Ir •TCL3�1♦F{I•rZ1I.OTLSiI♦ PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45• WITH CENTER LINE 13. MANHOLE FRAM AND COYER SHALL CONFORM TO STANDARD PLAN 630
(SHAFT NOT SHOWN) AND OMIT J BARS..
Ilrr}-�..:�C�AMIF - !T'T{CM.3Zyj UNLESS OTHERWISE SHOWN.
QZT•�-"Tif�FITI �g)l� 3. L AND P SHALL HAVE THE FOLLOWING VALUES UNLESS OTHERWISE SHOWN (4. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS
MANHOLE IE I-I•ZItti.lil4•[•7•TO IIVFL,•1 ON THE PROJECT DRAWINGS= OTHERWISE SHOWN.
STREETFRAME 14•I'1'TIL➢Wk>'I•Ir lF. k a • A. D==2400 mm (96') OR LESS. L=I.7 m (5'-6•). P.130 mm (5')
ANO COVER PER
FT-1117.71111.41-27,711D14 L➢� B. 02 OYER 2400 mm (96.), L=t.8 m (6'-01. P*210 mm to )
STD. PLAN 630 15. WHERE A MANHOLE SHAFT - 900 mm (36.) WITHOUT REDUCER IS SPECIFIED
' -► I; FZIZ'>� �T�1 �'"T(LD>♦ L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPEGRADE REFER TO STANDARD PLAN 326.
app x• 110 MIN (241•
E I i Z� :iO �lF �. .><(kl____ ENDS. WHEN L GREATER THAN THAT SHOWN ABOVE IS SPECIFIED, D BARS
F4L•1• I•I3311Q•T> ,i{j.�' SHALL BE CONTINUED ISO mm (6') OC. 16. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS
MANHOLE SHAFT ■+�•• SPECIFIED REFER TO STANDARD PLAN 328.
II PER STD, 125 mm " 50 mm -+ 2*50 MM (t14•) 420 ■1111 (16 1/2'} 4. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT CENTER
WIL\
(S•a2•) mt
r PIPE SEAT LEVEL. 17_ WHERE A PRESSURE MANHOLE SHAFT - 914 mm (36') WITHOUT REDUCER IS
PLAN 324 P(PE SEAT .gi�' SEE NOTTE S �!1 i•T,...,=(FT�ii1 4 j LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF SHAFT AND SPECIFIED REFER TO STANDARD PLAN 329.
!00 am (3'-0') '� �' -J REFER TO THE PROLONGED INVERT GRADE LINES.
E BARS W - M 1-11.1lit•t➢ICLA-r".�ikiriii■
�i fL) L'�il�SjiiCLAfz{ Tt➢>I 5. REINFORCEMENT SHALL CONFORM TO ASTM A 61•JM. GRADE 300 (ASTM A 615, IS. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT
;MAP
�TiE BARS rA E BAR`S �•,T S 0 ---� E`LI•I•t'T(LLSi1C1.1•! 1[Yl♦ GRADE 40), AND SHALL TERMINATE 40 mm p I/2•) CLEAR OF CONCRETE SUR- EXACT EQUAL VALUES. IF METRIC VALUES ARE USED, ALL VALUES USED
STEPS y' _p ~7s Ion �I FACES UNLESS OTHERWISE SHOWN. FOR CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT REINFORCING BAR
SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES.
12'STti TIE BAR
(S}-'/ t t3ry R IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL
d' oSsb. FLOOR OF MANHOLE SHALL 8E STEEL TROWELED TO SPRING LINE. BE ENGLISH UNITS.
• Flairproto
4 BARS IR,
IIIII
7. BODY OF MANHOLE SHALL BE ROUND EDGES EXCEPT THAT A CONSTRUCTIONOURED JOINT(N WITH A LONGITUDINALNE CONTINUOUS PKEYWYN MAY TH324 E LMANHOLE SHAFT LOWING O WITH ECCENPLANS ARE TRCRREDUCERHEREIN•
•
TO N mm (3') R �', iPRINC LINE _r
�. BE PLACED AT SPRING LINE. 326 MANHOLE SHAFT - 900 mm (36') WITHOUT REDUCER
��i•� TABLE OF VALUES FOR lit (SEE NOTE II S. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC
ISA1(04} • 450 mm INLET PAVED STRfT 329 PRESSURE MANHOLE SHAFT 914 mm (36') WITHOUT REDUCER
tit') OC BOTH ELEVATION GRADE POINTS. ` SECTION AMNNPAVED STREET LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES FOR F 329 (24') MANHOLE FRAME AND COVER
WAYS TO BE USED APPLIES AT SEE NOTE 4 ` MAX.MMIN. SHOWN ON TABLE SH. 2. 663033 914 mm (36•) MANHOLE FRAME AND COVER
WHEN D= IS 1500 mm THIS POINT A-A jtt7 mm (2'-10 I/2') 1060 "wit"'
lnl f3'-6•)
(SO I OR ISYS SECTION B-B C-G 212 mm (II') 217 min {/2.1 410 mm ((6•) ff 3110 mm I 9. D BARS SHALL BE ISIA•4! FOR (84') mm(39'! OR LESS. ISM(•S) FOR • 635 STEEL STEP
SECTION A-A 02 =1050 mm (42') TO 2100 mm (84') INCLUSIVE AND 2oM{•6I FOR • 636 POLYPROPYLENE PLASTIC STEP
De=2250 mm MO') OR OVER.
•
10. CENTER LINE OF INLET PIPE SHALL INTERSECT INSIDE FACE OF CONE AT
CONCRETE RINGS
SPRING LINE UNLESS OTHERWISE SHOWN.
PER STD. STREET GRADE
PLAN 324 mm x 25 mm (WW1SHOWN. STEPS SHALL BE UNIFORMLY SPACED 350 mm (14') TO 375 mm (15') OC.
II. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636 UNLESS OTHERWISE
RING SEAT
OMIT THIS BARS
.
;'7,.. M THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24') ABOVE THE INVERT
• STEP IN
PAVED •
r-=-17 SEE TABLE
STREETS `�`��+Pr;` 12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE'
VARIABLE A. MAIN LINE = 900 mm (36') INSIDE DIAMETER OR LARGER. EXCEPT IF THE MAIN
01"1 LINE RCP DOWNSTREAM OF MANHOLE IS 900 mm (36') TO 1050 mm (42')
H BARS ��`a�'• w• 46. •I INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 825 mm (33') OR
ISO mm ilii'
IS
y "N LESS STANDARD PLAN 321 SHALL BE USED.
•
E BARS •
• 400 mm (III FOR 1014(.3 OR 04) •
PAYED STREETS. FbitH1-- TIE BARS
ss0mm (P-ItiFOR
Willildi 11-'±'-' 11-*
VISES
uNPAYED sTREETs J SARs
AMERICAN PUBLIC WORKS ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER sTAwaueo ruw . AMERICAN PUBLIC WORKS ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER >sr�worano vu11
R N MANHOLE PIPE TO PIPE MAIN LINE 320 -mu
RIC1 MANHOLE PIPE TO PIPE MAIN LINE 320- 1
TO 75 nom
(3•)R ID-900 mm (36 ) OR LARGER SHO ID=900 mm (36") OR LARGER �T��•
SECTION C-C
•
AMERICAN PUBLIC Wolin ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER • •
"'ricer"°~"" "MANHOLE PIPE TO PIPE MAIN UNE STANDARD MPLA" • AME PUBLICASSOCIATION-SOUTHERN CALIFORNIA CHAPTER
�A ,
« 11:12,00 mm (36") OR LARGER 320 - 1 MANHOLE PIPE TO PIPE MAIN LINESTANDARD PLANMETRIC
., ___ t,.s WtTi1 STANDARD t/BC0ICATIONS FOR P ,CONSTRUCTION SHEET,OF 4 • ID=900 mm (36") OR LARGER 3s °ET z oF1
NOTES
t MAIN LINE RCP OR
REINFORCED MONOLITHIC '--'�--- I. THIS JUNCTION STRUCTURE SHALL BE USED WHEN THE OUTSIDE DIAMETER
ARCH, SEE NOTE 2 J c,A OF THE LATERAL IS GREATER THAN 1/2 THE INSIDE DIAMETER D OF THE •
SEE NO i• MAIN LINE: OR WHEN THE INSIDE DIAMETER B OF THE LATERAL IS GREATER
H THAN 600 mm (24'). 8 SHALL NOT EXCEED .75 D OR 975 mm (39').
2. IF THE MAIN LINE IS A REINFORCED MONOLITHIC ARCH STORM DRAIN,
1"P-1-1RSLD SHALL REFER TO THE CLEAR SPAN OF THE ARCH. REINFORCING STEEL
SHALL BE CUT AND BENT INTO THE JUNCTION STRUCTURE IN THE SAME
T MANNER AS FOR A PIPE. A CONCRETE CRADLE IS NOT REQUIRED FOR A
SO ■r11 (3•! AMN. L` o`er 1 �'� REINFORCED MONOLITHIC ARCH.
�� CON4. NECTORTER L PIPE 3. STATIONS SHOWN ON THE PROJECT DRAWINGS
_ _ FOR LATERALS APPLY AT THE
INTERSECTION OF CENTER LINES OF MAIN LINE AND LATERAL. STATIONS
..-±.---":4-----1:40,
� `� SHOWN ON THE PROJECT DRAWINGS FOR CATCH BASIN CONNECTOR PIPES
APPLY AT THE INTERSECTION OF THE INSIDE WALL OF THE MAIN LINE WITH
rIro
iir•a` G BARS THE CONNECTOR PIPE CENTER LINE.
« ~ EDGE ROUND .44r �V f ISMO 130 mm
TO 75 onm 4111WIPo (.4 0 6') OC 4. VALUES FOR A. B. C AND D SHALL BE SHOWN ON THE PROJECT DRAWINGS.
�`' = Z� {3•) R r�.4 �4 `� ELEVATION R AND ELEVATION S SHALL BE SHOWN ONLY WHEN REQUIRED PER
w w I- ""/a IOM 0 450 mm NOTE 5.
0115 OR fal • 181
W ,� ao 2
� OC TIE BARS 5. a. ELEVATIONS R AND S NEED NOT BE SHOWN ON THE PROJECT DRAWINGS
c °' +" ^ 11:14r ) � �= E AND F BARS IF THE INLET PIPE IS TO ENTER THE MAIN LINE RADIALLY.
y 111
ISM 0 T5 mm b. ELEVATION R SHALL BE SHOWN ON THE PROJECT DRAWINGS ONLY IF A
ifirr t•5 0 3•) oc. STUB IS TO BE PROVIDED IN THE MAIN LINE FOR FUTURE CONNECTION
,�. i SEE NOTE s OF AN INLET PIPE.
� ' �, c. ELEVATION S SHALL BE SHOWN ON THE PROJECT DRAWINGS IF AN INLET
Il----- -- -- PIPE IS TO ENTER THE MAIN LINE OTHER THAN RADIALLY. INLET PIPE
. t
$ - CONN COTIOT PI TABLE OF SHALL BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO THE
i ! .� t0 mm SEE NOTE 3 VALUES FOR T CATCH BASIN OR GRADE BREAK IN LINE.
t-�--�---.��,, (3') MIN, 6. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY N
...... .�. UNLESS S
S OTHERWISE
STA. PONT B T INDICATED. THE INLET PIPE MAY ENTER THE MAIN LINE OTHER THAN
LATERAL RADIALLY IF ANGLE A IS GREATER THAN 45• B IS LESS THAN OR EQUAL TO
SEE NOTE 3 300 mm (12') 150 mm (5•) 600 mm (24') AND THE OUTSIDE DIAMETER OF THE INLET PIPE IS LESS THAN
PLAN 375 A ((5.1 130 m (51 .5 0: OTHERWISE. STANDARD PLAN 340 SHALL BE USED.
r-450 mm (111') 130 mat (s•) 7. NO MORE THAN ONE OPENING SHALL BE MADE IN ANY ONE SECTION OF PIPE.
525 mm (2)1 130 mm (5')
SPUR ION 0 450 mm 600 mm (24') 140 mm (s 1/2') 8. THE OPENING FOR THE BREAKOUT SHALL BE RECTANGULAR AND CUT NORMAL
(•5 OR .4 0 IV) 475 mm (27') 140 1110 (5 1/2•) TO THE PIPE SURFACE WITHOUT DAMAGING THE REINFORCING STEEL. THE
OC TIE BAR 750 liven (30') ISO mm (s•) TRANSVERSE REINFORCEMENT OF THE MAIN LINE SHALL BE CUT AT THE
G BARS ISM 0 150 mm
REINFORCING STEELI Alit: • 61 OC 625 mm (339 (70 .. (0 Iv2')
sea (36•) Ira CENTER OF THE OPENING AND BENT INTO THE TOP AND BOTTOM SLABS OF
tc Liz•) THE SPUR.
t0 (3•) MIN. III-.� 975 mm (39') ISO (*')
.t �� A�r� "'r -�"'r" 9. THE MAIN LINE SHALL BE REINFORCED WITH A CONCRETE CRADLE AND
'" SPRING \ ENCASEMENT (AS APPLICABLE). A CONCRETE ENCASEMENT IS REQUIRED IF A
Avrail?.. � ) o Ir' (s'! TIE BARS JOINT IN TH= MAIN LINE FALLS WITHIN THE LIMITS OF THE CRADLE. THE
UNE //� I o / EOUND �" "*'� ~`� t° _ CONCRETE ENCASEMENT SHALL EXTEND 300 mm {)2•) ABOVE THE TOP OF THE
° EDGES _ ELEV. R
"' ( E SARs 15614.1.10%1_ IIIA'+� MAIN LINE AND TO THE LIMITS OF THE CRADLE.
0_ \ ELEV. S , • t4 "'"� ,�.n... G BARS IF CONNECTING TO AN EXISTING STORM DRAIN. PORTION OF CRADLE
'' '��, •�� ���i�� � OPPOSITE INLET MAY BE OMITTED.
"� 10. REINFORCING STEEL SHALL CONFORM TO ASTM A 6I5M, GRADE 300, (ASTM A 615,
���_ F BARS ISM (•s)
�, \� • 75 mm (3') OC \Mr/ GRADE40), AND BE PLACED 40 mm (I I/2') CLEAR FROM CONCRETE SURFACES.
o UNDISTURBED
CONCRETE CRADLE. UNLESS OTHERWISE SHOWN F BARS SHALL BE CARRIED TO A POINT NOT LESS
iri N EARTH - Ft ' H 2$5-C-14 (450-C-2000). THAN J DISTANCE FROM CENTER LINE WITH J=7D/12 + 150 mm t6•).
SEE NOTE 9 _X 0 ,
o
II. FLOOR OF THE SPUR SHALL BE STEEL-TROWELED TO THE SPRING LINE OF' WOE;`� ;
SECTION Z-Z SECTION M-M THE SPUR. Y ''
0 12. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT
• EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL VALUES USED FOR y ^ , 14 '
3 CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING BARS SIZES IN a,_ 14 m
ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITScp
�_ ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. us E '+� -1•2010,
FA AMERICAN PUBLIC WORKS ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER * �r
No STANDARD PLAN
"62M LwnoevrnE JUNCTION STRUCTURE-PIPE TO PPE FILET STAN I�CPLAN JUNCTION STRUCTURE -- PIPE TO PIPE INLET METRIC ,
1af iim 6
�, ., ., »�. ,� 331 - 2 ` �� crvll 0��\P
or D>600 mm(24")ORI)> 112 MAIN UNE ID 331 - 2 ID a 600 mm (24 ) OR > 1/2 MAIN LINE ID SHEET 2OF 2 cA��F E C 0 .., D _, A
REV ION NNE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET t of 2 C
E
o
Du A tiT9T
SHOULD CONSTRUCTION OF THE REQUIRED o QROF ss,oN�` Prepared Under The Supervision Of CITY 0 F FO NTANA, CALIFORNIA
$ �� IMPROVEMENTS NOT COMMENCE WITHIN TWO y���s '� s� Crouse/Beers 8z Associates, Inc. TRACT No. 1 6678
4.--:\ir
YEARS OF THE DATE OF APPROVAL SHOWN HEREON o N Engineering * Surveying Planning * Construction Management DRAWN BY: ON-SITE SCALE:wommmmmmmilimmmmw
N DIAL 'T11❑ WORKING AND CARRIED FORTH IN A DILIGENT MANNER, THE * Exp.. 12-31-05 *rn
2191 5th Street, Suite 200, Norco, Ca. 92860-1967
a BEFORE iDAYS BEFOREPh. 951 3--2040 Fax 951 736-5292DESIGNED BY: STORM DRAIN IMPROVEMENT PLANDATE:CITY ENGINEER MAY REQUIRE REVISIONS TO THE APRIL, 2005
� YOU DIG s t Al 'SHEET
a YOU DIG ^ PLANS TO BRING THEM INTO CONFORMANCE WITH r�TF of c�\cl`��r
TOLL FREE 1-800-227-2600 RECORD DRAWING ...1P V30/09 JLB /1/ 4 3�d �/ �i /.//� y�S Q��- CHECKED BY: APP'OVED DRAWING NO.: 5
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT may, { PEP DATE EMGR. CITY DATE STANDARDS IN EFFECT. DOUG .'S N. CROUSE R.C.E. No. 23796 EXP. 12/31/05 DATE ° �, -��OIt 6 ^ 3819
R ARDQ SAND• .C.E. 51152 DATE 6`