HomeMy WebLinkAbout4312-241NOTES
15M 4 300 wrn (d4 0 12'
33O.C-23(560 (56M-3250) CONCRETE 1, A CONCRETE COLLAR IS REOUIRED WHERE THE. CHANGE IN GRADE
N=S L/2 ITYP.1 EXCEEDS 10 PERCENT,
2, FOR CURVE JOINTS (SCE DETAIL 0. SHEET 1)
(. USE JUNCTION STRUCTURE PER STANDARD PLAN 333 INSTEAD OF 25 inin [I') (TVP,) 1F THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE
THIS JUNCTION STRUCTURE UNDER ANY ONE OF THE FOLLOWING ~
,.,.;..; w,,,, r., THAT 15 GREATER THAN 25 mm (I'), BUT IS LESS THAN 75 mm(13`}
CONDITIONSr � 'I' +::--"Yrs A CONCP,E=TE COVER 15 REQUIRED IN ACCORDANCE WITH 5USSECTION
ti e:..,.;_r:: ,., +a 306-1.2.4 OF THE SSPWC.
o, DIAMETER OF INLET PIPE EXCEEDS 750 mm (30'). ' IF THE E XTREMC CHDS OF THE PIPE LEAVE A CLEAR SPACE
b. TOP OF PIPE IS LESS THAN 300 mm (12') BELOW SOFFIT OF BOX, j
OR
1 c. FLOW LINE OF PIPE IS LESS THAN 225 Tran (13') ABOVE FLOOR OF NEW OEXIST'. PIPE
THE BOX AT INSIDE FACE.
FLOW41
o• H�
d. ANGLE A IS LESS THAN 450. g I f a Ex gT�
I f
2, ALL CSP AND FITTINGS SHALL BE GALVANIZED. ) FL w
I 3. ELEVATION S SHALL BE SPECIFIED ON PROJECT DRAWINGS ONLY IF 7``'t to
THE TOP OF PIPE IS MORE THAN 300 mm (12') BELOW SOFFIT OF Box.
4. LATERALS OR CONNECTOR PIPES 600 mm (24') OR LESS IN DIAMETER ISM 0 300 mm
SHALL BE NOT MORE THAN 1.5 m (5') ABOVE THE INVERT. I■4 0 12'11
LATERALS OR CONNECTOR PIPES 673 mm (27') OR LARGER IN DIAMETER
D L T
300 mm [I27 300 mm (12.1 100 mm 14'1
450 nn+ 1[87 3CO mm (12') 125 mm 15.)
600 mrn [24'1 30D mm 412'1 150 mm 16'1
750 mm (30'1 450 mm [is,) 175 mm (71
9DO mm 136.1 450 mm 1181 225 mm 19'1
1050 MM 1421) 450 nm II8') 229 I*m I9'1
1200 mm Na' 450 mrn fief i 250 mm riwi
1425 mm 1574 450 mm (ID'1 250 mm (10'1
1500 mm (50' 525 ewn [21'1 275 mm III-)
1650 mm [66' 525 mm 121'} 275 mm 111'f
IDDO mm t72'1 600 mrA 124'1300 mm 112"1
THAT IS EQUAL TO OR GF;EATER THAN 75 mm t3'1. BUT LESS THAN
750 mm (6'). A CONCRETE COLLAR IS 1R£OUIRED. !F THE CLEAR
SPACE IS 150 mm (G') OR GREATER, 4 TRANSITION STRUCTURE
is REQUIRIAD.
3. CONCRETE'COLLAR SHALL NOT BE USED FOR A SIZE CHANGE ON
THE MAIN LINE.
4, CONNECTOR PIPES
A. W141rHE PIPES OF DIFFERENT DIAMETERS ARE JOINED WITH A
CONCRETE COLLAR, L AND T 511ALL BE THOSE OF TPE LARGER
PIPE. a=DI OR D2. WHICHEVER IS GREATF-R.
8. WHEN DI IS EQUAL TO OR LESS THAN 02. JOIN IN1VERTS AND
WHEN DI IS GREATER THAN 02, JOIN SOFFITS.
5. FOR PIPE LARGER THAN 1$00 mm (72-1 SPECIAL COLLAR DETAILS
ARE REOUIRIED.
SHALL BE 3-15M (■4) CIRCULAR TIES, 6, [-OR PIPE SIZE NO_F LISTED USE NEXT SIZE LARGER.
NOT MORE THAN
CATCH 13A$ NOmrn 1115-) ABOVE CONNECTOR PIPES HE INVER7. ESS THAN�15TH THE SEE No rE 9
m (50'}
CA 615) GRADE
IN LENGTH SHALL BE NOT MORE THAN 1.9 m (5') ABOVE THE INVERT. 7. REiNFORCEIV(ENT SHALL CCNF0f3M 1'O ASTMA 6!5 hi
3Q0(4 01.
5, DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE } ISA mm
NOT EXACT E HOW VALUES, IF METRIC VALUES ARE USED, ALL VALUES B I MIN O. WHERE REINFORvI fG 15 ALL THIO THE DIAMETER ¢F' THF CIRCULAP,
TICS SHALL 8E 0+(2X WALL THICKNESS] +-T.
USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING err 9. REINFORCING SHALL 3E USED WHERE 1'KE FIFE DIAMETER IS
BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR - ___� GREATER THAN 525 mm (21'} AND ON ALL PIPES WHERE THE SPACES
SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION CUT ( �sfy`�F GREATEN THE EXTFIEAm OUTER ENDS 15 75 mm IWH R THELARSP,
SHALL BE ENGLISH UNITS. NO. 2 cur Ha. 1 q��s
LINZ q^
p CIRCULAP, TIES= PIPE OIAMETEA NO• OF S
--- ---- -- - --- -- o -- - CIR[:ULAR TIES
90�� A 525 mm (21'1 OR LESS 3
Cvo T
N0. 2 600 mm (24') TO 750 mm (30') 3
__-
LINE
-
-�.
-_.-. 825 mm 1331 'TO 1425 mm (57'} 4
•1 '� 1500 mm (60'} TO MOD mm'(721 1 5Y
CUT NO, 2
s•) M, WHERE TIHC SPACE BET+Yr51v' PIPE ENDS EXCEEDS 75 mm t;3'), THE
)UMBER OF CIRCULAR TIES SHALL SE INCREASED TO MAINTAIN AN
APPR5X1MetTE SPACING OF 150 mm (6') Q.C.
DETAIL "Am (SEE NOTE 10) INTERIOR SURFACE
OF PIPE 10, VIXF:RE THE PIPE 35 525 mm (21') OR LESS IN DIAMET&I AN INTERIOR
SONO -Tu€ C. off EQUAL, INTERIOR FORM FORIMI 0" JNSEALED SONO -TUBE OR EQUAL SHALL BE USED TO
PROVIDE A, SMOOTH INTERIOR JOINT. THE PAPER FORM MAY BE
Cvt NST. I SAW THEOF
Tuae AT AN ANG(E A72 WITH THE TRANS -LEFT N PLACE (SEE DETAIL A). WHEN THE PIPE IS 600 mm (24')
i YE U. PLANE. REVERSE ONE SECTION or Y+
TAPE BOTH SECTIONS dE TAIL B' OR LARGER A REMOYASLE INTERIOR FORM SHALL BE USED OR THE
Q
j TOGETHER-FORMIHG THE DEFLE:CTIDN ANGLE A. I TYPICAL JdIHT FaR INTERtoR JOINT SHALL BE COMPLETELY FILLED ITH MORTAR AND
' GUT NO, 2, SAW THE TUDE LONGITUDINLLLY REMOVING A STRIP NEATLY POINTED,
I 3.14 [OD -D I WI0E ON THE SIDE OPPOSITE THE OPEN JOINT.I REINFORCED CONCRETE PIPE T
1 SENO THE ENDS OF THE CUT TOGETHER AND INSERT THE ll. DIIv1Er+5101f5 SHOWN ON THIS PLAN roR METRIC AND ENGLISH UNI ,$
1 TUBE IN THE PIPE. ARE NOT EXACT EQUAL VAI.UES. IF METRIC VALUES ARE USED, ALL
VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT
REINFORCING BAR SIZES IN ENGLISH UNITS MAY 13F SUBSTITUTED FOR
METHIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED
FCR CONSTRUCTION SHALL BE ENGLISH UNITS,
_ AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER -- STAannkU PLAN
AALARIC PPO faAitDBrMtf CONCR�COL, AR FOR RCP ;;1•.mµ-TH� � .
JUNCTION STRUCTURE• PIPE TO RCS d _ ) �'s67.s�ao57 DMOS AMEFiECANPUBLICi'>raRKSASSOCIAiiON- SOUTHERNCAUFORNIACHAPTEER SToWCAMPLAN
33 . 1 300mm 12' THROUGH'1800 mm 2' 380 - 3 "" "
CONCRETE COLLAR FOR RCP 380-3
INLET ID < 750 iTtrn (30.�) S'i..i.I Ura MY, low USEwFrHETANDARDsPEcIFLCATIONSFanPIJ13UCWCPKSCDNSTAUCTIDN SHE�IOF2 11
I -- ---------.-...-------------------..._..---- (ReV,a%�s:ss1 300 iTl[TT 12°' THROUGH X800 [i2C�1 2
-_-- SHEET z of z
MORTAR CAP
PLACE FULL H:7GHT
B 1.2 m (4'-O') WIN, BOND DEAR 12 mm i1 /} } EXPAN90N JOINTS RDNFOF OV NT EACH
NtSM (15) CCNIT. AHO REINFORCEWENT 015 m 5 ' hiAX. SIDE OF E7:PANSON
AT EACH BONG t EX;ENS14N AT EDC[ JOINT CHKHCE IN NEW,
13EALA TVP. SEE OR [HD OF YfA1 C
MOTE 14
TOP OF F0071NO
2Irv. PER PLANOTI
S SEE NOTE I TOP OF FONG
F(TYP.) T.TVP, ELEYATI6N
A
SLOPE NOTE 5 m a MORTAR CAP 1 APPROx
LATERAL LOAD = 480 Pa (10 psf)
STEM
FOOTING
J15M (j4) STEM REINFORCING BARS
H
m (ft)
t
mm (in)
T
mm (n}
wi
mrn (ft -in)
W2
mm (ft -in)
F
mm (ft -in)
CUTOFF 'h
SPACING, mm (in)
O.C.
rTtm (in)
A (*}
B (*)
C
1.8 (6)
150 (6)
250 (10)
460 (1-6)
460 (1-6)
715 (2-4)
76D (30)
1219 (48)
1219 (48)
511 0198 mm
(14 016" ac.)
2,4 (8)
200 (8)
300 (12)
610 (2-0)
560 (1-10)865
(2-10)
76D (30)
1219 (48)
1219 (48)
1219 (48)
3.0 00)
200 (8)
300 (12)
65 (2-10)
715 (2-4)1990
(3-3)
76D (30)
1219 (32)
1219 (32)
1219 (32)
GENERAL_ NOTES
1. CROUND,LJNE tO BE Al THE SAME ELEVATION ON BOTH SIDES OF THE WAIL -
WALL SHALL NOT BE USED TO RETAIN EARTH.
2, DISTANCE OF I,! HE FORTING MOM DESCEIJDING SLOPE SHALL BE PER UBC SEC. 2907(d)3
PER ACENCY (REQUIREMENTS.
3. ALt COt CRETE SHALL BE POURED IN ACCORDANCE WITH SSPWIC SECT. 300-3.3.
CONTROL mm
POINT 11 s• uw. o r"SHED 4 SPECIAL INSPECTION IS NDT REQUIRED FOR WALLS
LATERAL LOAD = 720 Po (15 psf)
STEM(
2�
J15M (#4., U.N.O.) STEM( REINFORCING BARS
H
m (ft)
t
mm (n)
T
mm (in)
w1 W2
mm (fl -in) mm (ft-ai)
F
mm 0"n)_;mm
1 GROUND
SPACING, mm (in)
O.C.
(in)
A (*) B (*)
1 FOOTIN ARS
1
AW 05) CONT.
AT EACH 13 ND
� TVP. M
)
610 (2-0) 560 (I -III)
840 (2-9)
760 (30)
�2 AND 3
fD0T7NG SH.7MN
ELEVATION
300 mm (12')-
2.4 (8)
2DO (8)
3W (12)
511 0198 mm
(14 016" ac.)
-
( I
J
NO[E 1A
1219 (32)
B
I 200 (8)
300 (12)
E070 6-491.5 (3-6)
1145 (3-9)
760 (30)
1219 (32)EF 1219 (32)
813 (FA32)
1070 (42)
813(15W2) 1`
2T.
OL
1270 (50)
05(#5016)EF
1219 (32)
1 SEE NOTE I
...
METRIC
IC
601-1
..
�-
PONT
601-1 .
Ire_ r-
1
MORTAR CAP
S N0 5
■e
I } SLOPE
CONTROL
SHEET 2 4F 4
-
- - �
-
SEE�7E 1
SHEET 3 OF 1
ALL CELLS WITH VERTICAL RE[NFORCEMEN'T
AND BOND 8EAM5 SHALL HE GROUTED
5 mm 3`
- -
LATERAL LOAD = 720 Po (15 psf)
STEM(
FOOTING
J15M (#4., U.N.O.) STEM( REINFORCING BARS
H
m (ft)
t
mm (n)
T
mm (in)
w1 W2
mm (fl -in) mm (ft-ai)
F
mm 0"n)_;mm
CUTOFF 'h
SPACING, mm (in)
O.C.
(in)
A (*) B (*)
C
1.8 (6)
150 (6)
250 (10)
610 (2-0) 560 (I -III)
840 (2-9)
760 (30)
1219 (40) 1219 (40)
300 mm (12')-
2.4 (8)
2DO (8)
3W (12)
815 (2-8) 715 (2-4)
990 (3-3)
760 ()0)
1219 (32) 1219 (32)
1219 (32)
3.0 (10)
I 200 (8)
300 (12)
E070 6-491.5 (3-6)
1145 (3-9)
760 (30)
1219 (32)EF 1219 (32)
813 (FA32)
5. PROVIDE( FULL WORTAR BID Al THE BDTTOM Or THE FIRST COURSE AND OMIT
MORTAR BETWEEN VERTICAL JOINTS OF FlRST COURSE.
S. FOR TYPE OF IbLOCKS, BOND PATTERN AND JUNT FINISH, SEE PLAN.
7. MIEN BLOCKS ARE LAID IN STACKED BOND, CONTINUOUS JOINT RE114FORCEMENT
SPACED AT 1.2 rn (4'-0-) O.C. SHALL BE PROVIDED IN ADDITION TO 11•iE BOND BEAM
REINFORCEVENL LOCALE REINFORCEMENT IN JOINTS THAT ARE APPROXIMATE
MIDPOINT BETWEEN BOND BEAUS,
300 Mn 300 rvn SEE NATE 3 1
SOUo. %ftA'
GROI17 ALL CELLS W[TIi REINFORCING BARS,
4'
LATERAL LOAD = 960 F'o
(1Z } Ili)
II
STEM
FOOTING
115M (R4, U.N.O.) STEAM REINFORCING BARS
-
614 mm
FAIN, LAP (TYP.)
T W1
mm (in) mm (ft -in)
W2
mm (ft -in)
F
mm (ft -in)
CUTOFF '(I'
SPACINC. mm (in) O.C.
mm ((n)
A (r)
B (#)
C
1.8 (6)
150 (6)
300 (12) 760 (2-6)
660 (2-2)
940 (3-1)
635 (25)
300 mm (12')-
1219 (32)
1219 (48)
- - - u •
200 (8)
o ~
815 (2-8)
1120 (3-8)
760 (30)
TYPE 3 3 SEE NOTES
SLOPE
1219 (32)
3.0 (10)
1200 (8)
1 300 (12) 270 (4-2)1015
(3-4)1274
(4-2)
1070 (42)
813(15W2) 1`
2T.
OL
1270 (50)
05(#5016)EF
1219 (32)
1 SEE NOTE I
...
METRIC
IC
601-1
..
�-
PONT
601-1 .
Ire_ r-
1
MORTAR CAP
S N0 5
■e
I } SLOPE
CONTROL
SHEET 2 4F 4
-
- - �
-
SHEET 3 OF 1
0
5 mm 3`
- - =■ -
a r
6♦
I
tjOND /3 00 mrn o.c.
BEAM W V12" O c )
-
}- -I
�--J
SEE NOTE 3 j15m O 450 mm
ti,R. T'}IP.)
n
CORNER DE 1T AI{
S) CONT. I ({+ 410' ae)
{I SIJ {NSHALL
AT EACH EiOND w
SFT ROTE 2
NOTE:
SiNGLE
SE CENTER1F13 INC CELLS R DOUBLE
LS
LATERAL LOAD = 960 F'o
(20 psf}
STEM
FOOTING
115M (R4, U.N.O.) STEAM REINFORCING BARS
H
rn (ft)
t
mm (iri)
T W1
mm (in) mm (ft -in)
W2
mm (ft -in)
F
mm (ft -in)
CUTOFF '(I'
SPACINC. mm (in) O.C.
mm ((n)
A (r)
B (#)
C
1.8 (6)
150 (6)
300 (12) 760 (2-6)
660 (2-2)
940 (3-1)
635 (25)
813 (J5632)
1219 (32)
1219 (48)
2.4 (8)
200 (8)
1300 (12) K5 (3-2)
815 (2-8)
1120 (3-8)
760 (30)
1219 (32)EF
1219 (32)
1219 (32)
3.0 (10)
1200 (8)
1 300 (12) 270 (4-2)1015
(3-4)1274
(4-2)
1070 (42)
813(15W2) 1`
1219 (32),313
(185032)
9. HORIZONTAL JOINTS SHALL BE TOOLED CONCAVE OR WEATHERED. VERTICAL JOINTS
SHALL BE TOOLED CONCAVE OR RAKED, WEATHERED AND RAKED JOINTS ARE NOT
PERMITTED FOR SLUMPED BLOCKS.
10. HOLLOW MASONRY UNITS. -ASTM C90, GRADE N, TYPE I OR II, NORMATL WEIGHT
UNITS WH MAXIMUM LINEAR SHRINKAGE OF 0A61
MORTAR ... 1:D.05:4.5 PORTLAND CEMEN T: LIME: SAND RATIO
GROUT..... 1:3:2 PORTLAND CEMENT: SAND: PEA GRAVEL RATID
13E�lA TVP. SEE f cs14 MPa (2,000 PSI)
LFLA 14 ROWS OF REINFORC[NG BARS
NOT
030
STEM
FOOTING
#15M (J4, U.N.0) STEM REINFORCING BARS
H
m (ft)
t
mm (in)
SHALL HAVE 7HE REINFORCEMENT
PLACED IN EACH FAGS.
W1
rnm (ft -(n)
W2
mm (ft -In)
F
mm (ft -in)
CUTOFF 'h"
SPACING, mm (in)
TYPE 2
mm (in)
A (*)
B (*)
C
1.8 (6)
150 (6)
=
840 (2-9)
t10
1015 (3-4)
635 (25)
mm
12.")
1219 (32)
1219 (32)
2.4 (8)
200 (8)
300 (12)
1 A
(3-0)
1220 (4-0)
f15N (/4) EACH - -
813 (32) EF
1219 (32)
1219 (32)
3.D (10)
200 (8)
300 (12)
1425 (4-8)1120
EACH ,-
FACE 610 mm FACE A.5
(4-7)
1270 (50)
05(#5016)EF
1219 (32)
1 SEE NOTE I
...
METRIC
IC
601-1
E
ES TYP
I SI) m 300 mm (121
{
601-1 .
Ire_ r-
SHEET I OF
"'
S N0 5
■e
I } SLOPE
CONTROL
SHEET 2 4F 4
-
- - �
-
SHEET 3 OF 1
- - =■ -
LEVEL OR
tjOND /3 00 mrn o.c.
BEAM W V12" O c )
LATERAL LOAD = 1200 Pc (25 psf)
STEM
FOOTING
#15M (J4, U.N.0) STEM REINFORCING BARS
H
m (ft)
t
mm (in)
T
mm (in)
W1
rnm (ft -(n)
W2
mm (ft -In)
F
mm (ft -in)
CUTOFF 'h"
SPACING, mm (in)
D.C.
mm (in)
A (*)
B (*)
C
1.8 (6)
150 (6)
300 (12)
840 (2-9)
760 (2-6)
1015 (3-4)
635 (25)
406 (F&B)
1219 (32)
1219 (32)
2.4 (8)
200 (8)
300 (12)
1120 (3-8)1915
(3-0)
1220 (4-0)
760 (30)
813 (32) EF
1219 (32)
1219 (32)
3.D (10)
200 (8)
300 (12)
1425 (4-8)1120
(3-8)1400
(4-7)
1270 (50)
05(#5016)EF
1219 (32)
813 (24)
11. REINFORCING 91ALL BE GRADE 300 (GRADE 40), AND LAPPED A MINIMUM 40 LIAR DIA.
UNLESS NOTED OTHERWISE PER SSPWC SECTION 201-2. JOINT REINFORCING WIRE
SHALL $E PER ASTM A82.
12. USE TABULAR INFORMATION FOR THE NEXT HIGHER 'H" FOR INTERMMIATE WALL
HEIGHTS THAT ARE BETWEEN THE 'H's GIVEN.
13. BOND BEAMS SHALL BE PLACED AT TOP OF WAIL AND SUBSEOUENTLY SPACED NOT
TO EXCEED 1.2 m (4'-0') O.C. BELOW.
14. THE BLOCK WALL SHALL BE CONSTRUCTED IN ACCORDANCE VTH SSPWC SEC. 303-4.1.
r - a- .wj SLOF'%U 1.2 % H} W13A1 0 mm O.C. _
str 4 456 Mn a.e I MSL BOND u1t1 (N 41 z' a.a} 3+,4 Inm I I 15. CONCRETE SHALL BE 245-C-17 (500-C-2500) PER SSPWC SECTION 201-2.
75 mm 3' �/I Y10 0 S H 3 BEAM (12') 1�1 LI - +MIN, REINF, FQR SEISMIC _Z_ONS N0, 3 AND NO, 4-:
CLP. (m) wl SEE NOTE 2 UNITS 11 DCUTSE MIN. OPTIONAL 300 mm 150 I= 6 In. WALL �> 15M 01219 mm o.c 4 032" o.r- 16. DIMENSIONS SHOWN ON THis PLAN FOR METRIC AND ENGLISH UNITS ARE NOT
4 COURSE5 MAX, CORNER ( ) (' ) EXACILY EQUAL VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR
SHAPE (12') 200 mm (a in.) WALL -> #15M 0 813 mm n.c. (14 024'a.c.) CONSTRt cnoN1 SHALL BE METRIC UNITS, IF ENGLISH UNITS ARE USED, ALL
TIDE 1 SPREAD FOOTING TRENCH FOOTING
TYPE 2 AHD 3 TYPE I DESIGN CRITERIA ALL VALUES USED FOR CONSTRUCTION SHALL BE ENCUSH UNITS.
MAIEIR.IALS DESIGN DATA:
REINFORCING $TEEL. .. . .. . . . . .. .. 920M (#8) AND SMALLER, FY -300 MPa (40 kai)
CONCRETE 25Th -DAY STRENGTH:
BOND BEAM DETAIL FOOTING STEP DETAILS FOOTING- . . . . . ... . .. . . . .. . ... . . . Fe' - 17 MPa (2,500 psi)
CONCRETE MASONRY:
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER SQUID
.,.
PARTIALLY GED. . .}. .. . :: ; : ' ... Fm' - 9.3 MPa (1.350 p si
SQUID CRO[1TED... ...... , .Fm' ,� 70,3 AAP4 (1,540 psi)
PROMFLOATEC 01.s„R
nrBL1CVMRKssT.No�Ftei1Nc.,
REINFORCED CONCRETE BLOCK WALL
STANDARD PLAN
METRIC
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PTAH
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
IC
MM
REINFORCED CONCRETE BLOCK WALL
REINFORCED CONCRETE BLOCK WALL
REINFORCED CONCRETE BLOCK WALL
DPEZNg00 {OMMTTEE
Rt-v.i99e
C01 - 1
601 - 1
...
METRIC
IC
601-1
601-1 .
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
SHEET I OF
SHEET 2 4F 4
SHEET 3 OF 1
SHEET 4 OF 4
REV. REVISION DESCRIPTION DATE ENGR, aTY DATE a Prepared LWw The Supervision Of e
F NTANA CALIFORNIA
� CITY O F O ,
y s.
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT �° ""��4,� J U RU PA AVENUE STREET IMI -ROVE TVI
�
�; �I ' CE WITHIN TWO YEARS OF THE DATE OF APPROVAL
a' �COMMEN
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,DRAWN BY: MM MISCELLANEOUS REFERENCE 0 SCALE
DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO DESIGNED BY: R DATE:
\\ 1 -f HDR ENGINEERING, INC. BEFORE DAYS BEFORE - C q S+
-: 2880 MARKET STREET SUITE 100 You DIG BRING THEM INTO CONFORMANCE WITH COND I T I ONS DETAILS LS - 12/5/2007
I YOU DIG AND STANDARDS,IN N EFFECT. CHECKED BYoP BY DRAWING N0.: 24
RIVERSIDE, CA 92501 TOLL FREE 1-800-227-2600 TK �,�,� �iLl,v &vv001
(951) 320-%3OO A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CITY ENGINEER DATE: 4312 47
\\ora-filsrv01\ustnproj\200093\003\project-drawings\misc-ref-scanned\stdplanO4.dgn 12/4/2007 11:31:33 AM DFLTUSER