HomeMy WebLinkAbout2987-100 BARS
$5 mrn ..
CDC
IOM1*.31 TIE BAR -
4 -201446), E
AR --,4-201446),:E BARS
$7.5 mm13'-3`1 Lilt
SEE NOTE 2..,.�
p BARS
71 mm €3'I OCE ;;
SEE MOTE ��.,�.,r
STREET
+GR ADE.
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f C,t#lt'3) Tires tAAR BAR 900 i
J.2 m
} 3-15M(041 ,J BAR$ 1.4m
{g' -e•1 LONG 73 rnmi3.1 O
I , COWT.ADDIL..BARS 150 mm DEQ" A I L «N*
X6.1 oc TO INSIDE 13CxE (RINGSANDCOVER N61 S�i?i�wy
O MANHOLE, Ski NOTE
(SEE NOTE 11
PLAN
tSHAFT F,2T SFS*V#W)
MAhIHOLE 3 AFT
PER STOa
PLAN 3x4
900 me4 (31-0 1-
AND COVER PER
STD, PLAN 630
614 sm+a t241.
123 MM x 30 hun ',,s 1u eat --PIPE SEAT LEVEL+.
i3' i7"1 I
SEE NOTE B
PIPE SEAT 2; {'
r- E .BAR:' as1 `
�` E BARS , ,n
TIE BAF $
STEPS
TIE BAR
12:5 rrm7
iit3JlND EDGES .,
TO 7 1:31) P
I,SW#4J 0 450. mm
;IB") SIC BOTH
WAYS TO BE USED
WHEN 01 :IS 1500 tma
OR :0vEV
SECTI CIN ASA
CONCRETE RINGS.
PER S TM
PLAN 324-
OMIT
24€ MIT THIS
STEP IN
PAVED
TRE£TS
150
400 (164 FOR
PAVED STREETS. 1
650 rrnm (21-21 FO
UNPAVED STREETS
E
-
ZV 3ARSta`70J
BAR
F 10 P
ISI HET 3 OF 4
SPRING LINE
F.. -.
INLET
� �
W! GRADE POINTS..�,
ELEVATION,
�
APPLIES AT
SEE NOTE ..,W-.•
THIS POINT
SECTION B -B
STREET GRADE
r_ -Q5 mrn x 26 im t3" 11')
LING SEAL
-H BARS
- . SEE TABLE
BARS
�`'`-10W"3 CFI X43
s-a:q i 'CIE BARS
J BARS
ROUND
"--- EDDIES
TO mm
t3'1R
SECTION C -C
�> 4- -
srnlvoAfaD Psi.
M 102
ICM
«. 1
20 -
MANHOLE PIPE TO PIPE MAIN LINE320-1
.
IIS=90 mCi1 36" OR LARGER
ISI HET 3 OF 4
F.. -.
SHEET 1 :i!
NOTES
!. W14
EN DE EE AI"1E � O E 3Q5( 1S MESS
THAN 1867 ream (2'-10 1/21 F PAVED STREE75 09 1060 mo, (3-601 FOR UNI -
PAVED STREET$. CONSTRUCT MONOLITHIC SHAFT PER SECTION C -1C AND
DETAIL "N'. SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED
PER SECTION C -C, WHEN DIAMETER. DI IS 12-00 min (48°) OR LESS; CENTER
OF SHAFT MAY DE LOCATED PER NOTE 2.
2. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF
STORM DRAIN WHEN DIAMETER. 'Dt IS 1200 mm (48•) OR LESS., IN WHICH CASE.
PLACE E BARS SYMMETRICALLY AROUND SHAAFT AT 450 WITH CENTER LINE
AND OMIT J BARS,
3, L AND P SHALL HAVE THE FOLLOWING VALUES UNLESS OTHERWISE S14OWN
ON THE PROJECT OR,AWINGS:
A. 02-2400 mm (96'1 OR LESS,. L=ITT Ih 15'-6,). P=130 mm (5')
S. Da OVER 2400 Rain 196'), L=1.8 rp (6'-O'). 15-21() mm (6")
L MAY 3E INCREASER OR LOCATION 4F" MANHOLE -SHIFTED TO MEET PIPE
ENDS. WHEN L GREATER THAN THAT SHOWN ABOVE IS SPECIFIED.. 0 BARS
$HAUL BE CONTINUED 150 mm (61 CC.
4. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT CENTER
LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF SHAFT AND
REFER TO THE PROLONGED INVERT GRADE LIMES,
S REINFORCEMENT SHALE 0014FORM TO ASTM A G15M, GRADE 300 (ASTM A 615.
GRADE 44). AND SMALL TERMINATE 40 mm 0 1/20) CLEAR OF CONCRETE SUR-
FACES UNLESS OTHERWISE SHOWN.
Fr. FLOOR OF MANHOLE HALL BE STEED TROWELED TO SPRING LINE -
7; BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION
EXCEPT THAT A CONSTRUCTION JOINT :WITH A LONGITUDINAL KEYWAY MAY
BE PLACED AT SPRING LINE,
6. THICKNESS QF THE DECK $HAALL VARY WHEN NECESSARY RY TO PROVIDE A
LEVET... SEAT BUT SHALL NOT '3E LESS THAN THC TABULAR VALUES FOR F
SHOWN ON TABLE SH. 2,
9. D BARS SHALL BE 15M(*4) FOR D2r975 mm(39') OR LESS, L5M(*51 FOR
IJP =1050 mm (429 TO 2100 mm. (641 INCLUSIVE AND 2OM(-6) FOR
D2 g 225(3 tem 190.) 09 OVER.
10-. CENTER LIME OF INLET RIPE. S14AL,L INTERSECT INSIDE FACE. OF CONE AT
SPRING LINE UNLESS OTHERWISE SN1?IAN,
It. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636 UNLESS OTHERWISE
SHOWN, STEPS SHALL. BE UNIFORMLY SPACED 350 mm (14") TO 375 mm 1159 O`C,.
THE LOWEST STEP SHAALL, NOT BE MORE THAN 6001 mm (241 ABOVE THE INVERT.
12 THE FOLLOWING CRITERIA SHALL. BE USED FOR THIS MANHOLE=
A. MAIN LIFE = 900 mm (36") INSIDE DIAMETER OR LARGER. EXCEPT IF THE MAIN
L INE RCP DOWNSTREAM (3F MANHOLE IS 900 mm 13611 TO 1050 mm (42')
INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 625 m (331 OR
DESS STANDARD PLAN 321 SHALL. BE USED.
AMERICAN PUBLIC WORKS A;SSOCIA tON - ^ UTHI RN.CAL.IFORNIA CHAPTER
srnlvoAfaD Psi.
M 102
ICM
«. 1
20 -
MANHOLE PIPE TO PIPE MAIN LINE320-1
.
IIS=90 mCi1 36" OR LARGER
ISI HET 3 OF 4
)
pDF
J
J
iD"o
VVVVVVVV%%-~
DIAL TWO WORKING
BEFORE DAYS BEFORE
s
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
PLANS PREPARED FOR
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS CENTERSTONE DEVELOPMENT COMPANY
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF Attn: HAL WOODS
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE 3500-B WEST LAKE CENTER DRIVE
REVISIONS TO THE PLANS TO BRING THEM INTO SANTA ANA, CALIFORNIA 92704
CONFORMANCE WITH CONDITIONS AND STANDARDS
IN EFFECT. I (714) 437-0800
,L&ECORD DOCUMENT
These Record Documents have been prepared
based on information provided by others. The
Design Professional has not verified the accuracy
and/or completeness of this information and shall
not be responsible for any errors or omissions
%LLhich may be incorporated herein as a result
DA'C'E
REVISIONS Engineer city BENCHMARK
No. A royal Date: A royal Date:
CALTRANS BENCHMARK NO. 8-17
BRASS CAP IN CONCRETE S.C.E. TOWER LEG.
343' N/0 HIGHLAND AVE., 0.2 MI. W/O SAN
SEVAINE RD., IN SOUTH CONCRETE BASE OF
S.C.E. TOWER 19.5; 2.65 MI. W. ALONG
HIGHLAND AVE. FROM SIERRA AVE.
r_ .% � 7-,r ELEVATION: 1428.6090
THE. ()I,ITSIDE IriIAtMETER t}F TIIE :.ATERA.L IBI:' LERS 'f'HA4NiR
EQUAL TO 1/2 THE INSIDE DIAMETER OF THE MAIN LINE. IF THE
UPSTREAM AND DOWNSTREAM DIAMETERS OF THE MANHOLE ARE NOT
THE SAME. THE GOVERNING INSIDE DIAMETER OF THE MAIN LINE
SHALL BE CONSIDERED TO BE THAT WHERE THE EXTENDED CENTER
LINE OF THE LATERAL ENTERS THE MANHOLE,
C� IN NO INSTANCE SHALL THE INSIDE DIAMETER OF THE LATERAL TO
THE MANHOLE BE GREATER THAN 750 mm (30.11.
13. MANHOLE FRAME A140 'COVER SHALL. CONFORM TO STANDARD PLAN 630
UNLESS OTHERWISE SHOWN.
I4 MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS
OTHERWISE SHOWN,
i5: WHERE A MANHOLE SHAFT - 900 mm 136.1 WITHOUT REDUCER IS SPECIFIED
REFER TO STANDARD PLAN 326,
16, WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 328.
17: WHERE A PRESSURE MANHOLE SHAFT - 914 mm (361 WITHOUT REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 329.
1$: DIMENSIONS SHOWN ON THIS PLAN FOR 'METRIC ANIS ENGLISH UNIT'S ARE NOT
EXACT EQUAL VALUES. IF METRIC VALUES ARE USED, ALL VALUES USED
FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING BAR
SIZES IN ENGLISH UNITS) MAY BE SUBST`ITU'IEb FOR MET'R'IC BAR SIZES. L
I;I` ENGLl -H UNITS AAFiE Lt SED+ ALL YALUEa USED F4R CI3IdSTRUCT t1N SHAL
BE ENGLISH KNITS,
THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN:
3:24 MANHOLE SHAFT - WITH ECCENTRIC REDUCER
326 MANHOLE SHAFT - 900 rnrtm (361) WITHOUT REDUCER
326 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC
329 PRESSURE MANHOLE SHAFT 914 rnm (361 WITHOUT REDUCER
630 610 man (241 MANHOLE FRAME AND COVER
633 914 tnm f36*) MANHOLE FRAME AND CLOVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STET'
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD t
320-1
MANHOLE PIPE TO PIPE MAIN LINE
ID=900 mm (36") OR LARGER
SHEET 4OF4
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CASE 'A', W=14'
CASE 'A', W-14'
CASE 'B", W=10'CASE
"B', W-10'
1
CATCH BASIN #1 DETAIL
2
CATCH BASIN #2 DETAIL
3
CATCH BASIN #3 DETAIL
4
CATCH BASIN #4 DETAIL
5
STA 11+72.64
5
STA 11+50.85
3
STA 12+36.55
3
STA 12+52.00
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
)
pDF
J
J
iD"o
VVVVVVVV%%-~
DIAL TWO WORKING
BEFORE DAYS BEFORE
s
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
PLANS PREPARED FOR
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS CENTERSTONE DEVELOPMENT COMPANY
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF Attn: HAL WOODS
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE 3500-B WEST LAKE CENTER DRIVE
REVISIONS TO THE PLANS TO BRING THEM INTO SANTA ANA, CALIFORNIA 92704
CONFORMANCE WITH CONDITIONS AND STANDARDS
IN EFFECT. I (714) 437-0800
,L&ECORD DOCUMENT
These Record Documents have been prepared
based on information provided by others. The
Design Professional has not verified the accuracy
and/or completeness of this information and shall
not be responsible for any errors or omissions
%LLhich may be incorporated herein as a result
DA'C'E
REVISIONS Engineer city BENCHMARK
No. A royal Date: A royal Date:
CALTRANS BENCHMARK NO. 8-17
BRASS CAP IN CONCRETE S.C.E. TOWER LEG.
343' N/0 HIGHLAND AVE., 0.2 MI. W/O SAN
SEVAINE RD., IN SOUTH CONCRETE BASE OF
S.C.E. TOWER 19.5; 2.65 MI. W. ALONG
HIGHLAND AVE. FROM SIERRA AVE.
r_ .% � 7-,r ELEVATION: 1428.6090
THE. ()I,ITSIDE IriIAtMETER t}F TIIE :.ATERA.L IBI:' LERS 'f'HA4NiR
EQUAL TO 1/2 THE INSIDE DIAMETER OF THE MAIN LINE. IF THE
UPSTREAM AND DOWNSTREAM DIAMETERS OF THE MANHOLE ARE NOT
THE SAME. THE GOVERNING INSIDE DIAMETER OF THE MAIN LINE
SHALL BE CONSIDERED TO BE THAT WHERE THE EXTENDED CENTER
LINE OF THE LATERAL ENTERS THE MANHOLE,
C� IN NO INSTANCE SHALL THE INSIDE DIAMETER OF THE LATERAL TO
THE MANHOLE BE GREATER THAN 750 mm (30.11.
13. MANHOLE FRAME A140 'COVER SHALL. CONFORM TO STANDARD PLAN 630
UNLESS OTHERWISE SHOWN.
I4 MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS
OTHERWISE SHOWN,
i5: WHERE A MANHOLE SHAFT - 900 mm 136.1 WITHOUT REDUCER IS SPECIFIED
REFER TO STANDARD PLAN 326,
16, WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 328.
17: WHERE A PRESSURE MANHOLE SHAFT - 914 mm (361 WITHOUT REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 329.
1$: DIMENSIONS SHOWN ON THIS PLAN FOR 'METRIC ANIS ENGLISH UNIT'S ARE NOT
EXACT EQUAL VALUES. IF METRIC VALUES ARE USED, ALL VALUES USED
FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING BAR
SIZES IN ENGLISH UNITS) MAY BE SUBST`ITU'IEb FOR MET'R'IC BAR SIZES. L
I;I` ENGLl -H UNITS AAFiE Lt SED+ ALL YALUEa USED F4R CI3IdSTRUCT t1N SHAL
BE ENGLISH KNITS,
THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN:
3:24 MANHOLE SHAFT - WITH ECCENTRIC REDUCER
326 MANHOLE SHAFT - 900 rnrtm (361) WITHOUT REDUCER
326 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC
329 PRESSURE MANHOLE SHAFT 914 rnm (361 WITHOUT REDUCER
630 610 man (241 MANHOLE FRAME AND COVER
633 914 tnm f36*) MANHOLE FRAME AND CLOVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STET'
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD t
320-1
MANHOLE PIPE TO PIPE MAIN LINE
ID=900 mm (36") OR LARGER
SHEET 4OF4
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
• 35 -1815 Fax (909) 356-1795
David S. Hammer, A.C.E. 43976 Date
(expires 6/30/2005)
CITY OF FONTANA, CALIFORNIA
1; �' SSHA,y�<� STREET IMPROVEMENT PLANS
�P �_P ��, Drawn By: TRACT NO.15961 scale:
No. 43976 M WF DETAIL SHEET NTS
ce- Exp, 6/30/05 Designed By: Date:
0 �* JF A.P. S N ARDS May, 2002
I CdVIL O�� Checked By a0111 Dwg. No. 10
OF CALIF Approved:
Rrl RD CITY ENGINEER R.C.E. 51152 2N7 11
Fih-nnma• m.\ nW(;\ 179(11 \ gtrPPts\TR15961 \ DETAILS-Strl O.dwo