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A PUBLIC SERVICE BY UNDERGROUNO SERVICE ALERT
REV.
REVISION DESCRIPTION
DATE I ENGR. I CITY I DATE
A
1200 MM GRADE BREAKS
M UN
Y STA R
TYPE A
INTEGRAL CURB
1200 mm
(4') LAIN
A"
TYPE B.
Ai
S
TYPE C
1200 mm
(4') MIN Y
.., 25 mm (11 .CF
SECTION A. --WA
16
GURS f ACE. msn
X, tnm
Y,. mm
150 (80) of lost
900 (3'-Q')
1200 (4'-10')
175(7-)
1050 (3'-61
1426 44'-4"?
200 0")
1200 (4! -Cr)
1700 (Y.Wiv
225 (9")
1350 (4'-60)
1950 (6'-66)
250.00)
1300 (3---0-)
(7'-3')
275 (1i')
ftft�217;5
1650 (3'-4')
24,00 (8'-0')
300 (12') or mord
1800 (6`-0')
2625 (8`-9')
NOTES:
1. RESIDENTIAL DRIVEWAYS SHALL 8E 100 mm
(4') THICK PCC.
2. COMMERCIAL DRIVEWAYS SHALL BE 150 mm
(60) THICK PCC.
I WEAKENED PLANE JOINTS SHALL SE INSTALLED
AT 80TH SIDE OFA DRIVEWAY AMO AT
APPR0AMATELY 3000 turn (101) INTERVALS
4a CURS FOR TYPE. C DRIVEWAY SHALT. BE
INTEGRAL AND MATCH ADJACENT
CONSTRUCTION.
3. REFER TO LOCAL DEVELOPMENT REGULATIONS
FOR AMERICANS WITH DISASIVOES ACCESS
REQUIREMENTS AND MAXIMUM PERMITTED
DRIVEWAY MOTHS.
6. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC
ANO ENGLISH UNITS ARE NOT EXACTLY EQUAL
VALUES. If' METRIC UNITS ARE USED.: ALL
VALUES USED FOR: CONSTRUCTION SHALL BE
METRIC VALUE'S. IF ENGLISH UNITS ARE
USED, ALL VALUES USED FOR CONSTRUCTION
SHALE BE ENGLISH VALUES.
a
AMERICAN PUBLIC WORKS ASSOCIATION � SOUTHERN -CALIFORNIA. CHAPTER
PROMUL"M Wt DRIVEWAY APPROACHES
110-1
sTA 1
$tdt►. Taos U6lr 1NITH 8TA?ipAfLO aFEt l T10H3 FOR it U81A WOR►i6 C0jj$MK1`IOF1 MF -67 t Ota
Type
Design H
13'-4'1
(4•-0'1
(4* 81
824
13•-4')
(61-00)
A
yr
1000
1100
1200
1 0
1400
113'-0'1
113'-4'i
(3'-2.)
(3'-6•)
13'-100)
(4'-2')
(4'-6•)
A
ISM 0 406
ISM 0 406
z
ISM 0 406
15M 0 406
184 0 16)
ts4 0 161
113ISM
a.t
PLAN
1104 O 16)
04 014)
A
A"CM (03)T.C.
UNE
15M 0 406
1514040
8 0.
►SM 0 406
15M 0 406
ISM 0 406
F.L
(•4016)
(►0161
A
04 016)
15M 0 406
15M 0 406
ISM 0 406
9 ®
ISM 0 375
ISM 0 375
ISN o 375
04 O 161
(84 0 161
(0-5 0 161
(04 O 16)
04 0 16)
Footing Cone.. m /m
0.27
0.30
0.31
0.34
0.37
CF/LF
112.91
(3,2)
13.4)
(3.7)
(4.0)
Reinf. kg/M
13
13.5
17.3
19
22.5
Ibs/Lf
(8.51
1 (8.9)
(11.61
(12.8)
115.0)
Type Design H
1018.
(5-41
1219
(V-04
1422
(4-83
1626
115'-41
1829
(6-0)
113 W
850.
950.
1050
330
1250
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
112'-8.1
113'-0'1
113'-4'i
13'-8•)
(V-0')
9 0
7
' W)
ISM 0 406
ISM 0 406
z
184 0 16)
ts4 0 161
113ISM
a.t
PLAN
CASE III INLET
0 406
ISM 0 466
A"CM (03)T.C.
UNE
(84 0 16)
(4 016)
8 0.
►SM 0 406
15M 0 406
ISM 0 406
F.L
8 173 mrw (Y') CF
90 ruin (3-1/Y') MIN FOR 200 mut (3') CF
- - -�
(14 016)
04 016)
o5 016)
R 110 Burr, (1/2•)
CLEAR 104 er+m (4')
FINISHED PARKWAY CRAC[ f C.I. PIPES
PCC WALK. 200 mm (3') CF - NOTE 4 1 NOTE. APPLIES TO ANY NUMBER Or PIPES
9 ®
ISM 0 375
ISM 0 375
ISN o 375
ISMo 375
ISMO 0 300
,,..- .., _J
(04 O 16)
04 0 16)
(�4 O14)
U4 010-
05 016►
Footing Cone. rn /e>,
0.23
0.26
0.28
0.31.
0.33
Gf/Lf
(2.5)
(2.8)
13.01
13.3)
13.61
R4inf. kg/m
13.3
14.5
17.5
19 -[-,3
NOTE. APPLIES TO ANY NUMBER OF PIPES
lbs/LF
(9.1)
(9.6)
(11.81
02.9)
04.4)
NOTE=.
DIMENSIONS SHOWN ON THE .PLAN FOR METRIC ANO ENGLISH UNITS ARE NOT
EXACTLY EQUAL VALUES. If METRIC UNITS ARE USED. ALL VALUES USED FOR
CONSTRUCTION SHALL BE METRIC VALUES. IF ENGLISH UNITS ARE USED.. ALL
VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH VALUES.
AMERICAN PUBLIC. WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER.
srmomoptm
MUM
618-1
MASONRY RETAINING MALL
STAN I3ARI7 PIAN
METwc
SKEET 2 Of 3
COUNTY OF SAN BERNARDINO
COUNTY JURISDICTION ONLY
APPROVED:
CHIEF, TRANSPORATION DESIGN D
1--,71,05
DATE
INLET PER CASE 1. 11. OR 11
792M-Z--
No
Pip
OR
MAX. SLOPE 1:1
HINGE COVER AT TOP Or FLE
i
RECTANGULAR FRAME 1
VV PLAN 152
PER
SEE NOTE 1
CASE I INLET
N-100 MM (4') C.I. PIPES TRANSITION 3TRUCTURC SECTION
SEE NOTE S7 If 7 R/v
/! / FRAME b ATE - NO 9
35 rtwn (1-1/Y) WIN
WALK (SEE NOTE 4}r"'r / A►I % SEE NOTE 10
I #IOU ()3)
k
T. C. LNC
175 ems. r •I
Zoo rArn s- CF
iF10Y (j3) BA
MAY E)OSTINO
'9I
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
pAG1AI1lt3ATED 8Y THIS�
s S STANCAMS wo
CURB
� � �
STAN I3ARI7 PIAN
METwc
GRELNOOOK OOMM17TEE
a
159
IOP OF CURB LINE
Is"
4' M►N
Issv tom' tis
CAS II INLET
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
DROP INLET CATCH BASIN SECTION
T�0
is
6 E.c. I
1 600 �. ► 24'
R/W
R PROFILES I
�w RIGHT _ J
i
NOTE 2
1 �E DITCHCRAOiNI IMPROVEMENT
~
7
' W)
'MAUI (
z
a.t
PLAN
CASE III INLET
W
GRADED DITCH SECTION
A"CM (03)T.C.
UNE
EVAN94N ,JOINT
men nn
SON
N
63 rrun (2-1/2') MIN FOR ISO men (6')
I
F.L
8 173 mrw (Y') CF
90 ruin (3-1/Y') MIN FOR 200 mut (3') CF
- - -�
- PARKWAY MOT14 PER JAPROVEMENT PLAN,
R 110 Burr, (1/2•)
CLEAR 104 er+m (4')
FINISHED PARKWAY CRAC[ f C.I. PIPES
PCC WALK. 200 mm (3') CF - NOTE 4 1 NOTE. APPLIES TO ANY NUMBER Or PIPES
PcC `RAtA' 150 mm (6') v- NOTE 4
_- 1 CURB PROFILE
GALV WIRE FABRIC - NOTE 10
S= 200 mm (a') CURB FACE
2
2-
,,..- .., _J
m
SEE INLET DETAILS
--IWO
1 mm
TOP Or CURB3)
61/}{VStON
p�
! GUTlER co? PIPE (4)
EXPANSION
JOINT �
awn
I.L.
SECTION A --A
40 "we (1/r) 00 mm (4') C.. PIPE$
NOTE. APPLIES TO ANY NUMBER OF PIPES
I • TOP -Or -CURB UNE SHOWN CN PROFILE
CURBPROFILE
C1-40
min (e
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
pAG1AI1lt3ATED 8Y THIS�
s S STANCAMS wo
CURB
� � �
STAN I3ARI7 PIAN
METwc
GRELNOOOK OOMM17TEE
a
150-2
Is"
0
Nj
Issv tom' tis
SHEET t OF Z
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
Omit aaor tar f r"
rerlleal jainl in
lust Cows& obore
proposed ound
tine a1 313 mm
(320) canters for
WOOL Holes. fill
011 tells wilb
eonerete-�-.
Ground line
front race --
SO awl (2') Cameral
char lar cap --,_ Ha 1422
ELEVATION -MASONRY CONSTRUCTION
H=1829 mrs N s 1422 nm Ha 1016 +res
iron$ tate
ground line
�6 mm (1/4.1 Prtmoldad
expansian Ioln1 filler
C4tltkiA9 W1 a
SECTION A -A
DESIGN CRITERIA=
place expansiongysls 012142 men (401-(r) cc Orton.
Cil Rad caulk-
I
130 nits
116') below
finishod grade
ISM -04) 1 0 300 (12)
600 trim (20-00)
ISM 04) 0 300 (121
ELEVATION
Layout line
I
304 mm
Ii• -0')
LAI'
.F04TIiV�P DETAILS
Masone rf fm s 3.3MPo 1300 psi) Pte; 10.3MeAPa (1500 pail is a 165UPa- (24.000 psi). n a 20
Rein$. Coats. it 8. 9mpa (1300 psi) fs s 22MPa (3250 psi) is s 165?APo (24.000 psi) a a 10.
Earth a 19 Klf/rn3 (120 pal.)
.8 n, 112'1 $tucAarge
94VIVolenl fluid pressure. a 6.6 kPa/8% 136 pet) for determination of toe pressure.
4.2 kPa/rtt (27 pet) for determination of lisal peossurs
2 fv 1) Unlimited 3urcfl4r2e= Eorttt pressurs 4eterrrIne4 trace Rankine's forrn do 0 a. 33'-42'.
Minimum allowable soil booting copaeity of foundation mafteriol s 96kP4 12000 psi.)
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANWO PLM
METRIC
618.1.
MASONRY RETAINING WALL
0
SH>73OfS
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT MANNER, THE
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
PLANS TO BRING THEM INTO CONFORMANCE WITH
STANDARDS IN EFFECT.
N T
1-. IF THE TOE OF SLOPE IS ALLOrM€D WITHIN THE R/W, INLET CASE. I BEGINS
AT THE TOE RATHER THAN THE R/W LINE.
2 FOR OPEN DITCH (CASE INLET I.ij.. THE 600 mm (24") EXTENSION BEYOND
THE R/W LINE 13 NOT REQUIREO WHEN BACK OF WALK IS 600 mm (24') OR MORE
FROM THE R/W UNE; HOWEVER. PIPE SHALL EXTEND TO R/W UNE.
3. TOP OF INLET STRUCTURE (CASE 1 ANO 11) TO BE FLUSH WITH ADJACENT
SURFACE WHERE. PRACTICAL.
4. CONSTRUCT P.C.C. WALK WHEN SPECIFIED ON PLAN. THE CONTRACT PRICE
PAID FOR P.C.C. WALK ITEM SK%L INCLUDE WALK CONSTRUCTED IN
CONJUNCTION WITH PARKWAY CULVERT.
5. "N' EQUALS NUMBER OF PIPES (MAXIMUM OF THREE) AS SPECIFIED ON PLAN.
6. INLET CASE TO BE SPECIFIED ON IMPROVEMENT OR GRADING PLAN.
7. ANGLE A EQUALS 0"., UNLESS OTHERWISE SPECIFIED.
8. TYPE, DIMENSIONS AND ELEVATIONS OF P.C.C. CURB ANO GUTTER PER
IMPROVEMENT PLAN.
9. UNLESS OTHERWISE SPECIFIED. FRAME AND GRATE FOR CASE 11 INLET SHALL BE
GALVANIZED CAST IRON. WEIGHT OF FRAME AND GRATE SHALL 8E 36 kg (80 LBS).
10. AT LOCATIONS WITH LESS THAN 200 mm (8") CURB FACE, USE 152x152-MW9.1xMW9.1
(64-10/10) GALVANIZED WIRE FABRIC. WIRE FABRIC SHALL EXTEND
200 mm (8') BEYOND THE EDGE OF CAST IRON PIPES.
11. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT
EXACTLY EQUAL VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR
CONSTRUCTION SHALL BE METRIC VALUES. IF ENGLISH UNITS ARE USED,
ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH VALUES. HOWEVER.
ASTM 615 REINFORCING STEEL MAY BE SUBSTITUTED FOR ASTM 615M STEEL.
8 SPACES • 114 M+ (15110*)
7 BARS • 16 Run (518'1
2 OUTSIOC BAR • 22 mut IV
OVERALL 356 Brun 04*riL�l
E
E
w �
O••
h.. N
OPEN AREA 52X
iuuuuuuu
)0000000
9
( L 330 Brun 6 330 mm 03r s 13'11
432 men x 432 mm (17* a 1 T') i
TOP OF GRATEFCTION THRU- FRAME
GRATE FOR CASE it INLET
AMERICAN PUBLIC WORKS ASSOCIATI t -SOUTHERN CALIFORNIA CHAPTER
sTAMIVM PLAN
METM
1.50
SHEET Z OF 2
CURB DRAIN
PLANS PREPARED BY:
4�oFESS/ WILLDAN
13191 Crossroads ParkwayNorth, Suite 405
Industry, CA 91746-347 DRAWN BY:
N0. 0042866 (562) 908-6200 RG/BM
QIP. 03-3I-06 * UNDER THE SUPERVISION OF: DESIGNED BY'
SCB
CHECKED BY:
NE I 4 AC
CITY OF FONTANA, CALIFORNIA
SAN BERNARDIyO COUNTY
,Ay6/
---A9WAnSY,AiV-DARD PLANS
P7R/ED BY -100,f,
W
W
Q
W
O
J
Q
W
W
Q
O
Z
O
Z
CQ
0
SCALE:
a
1 "= 20'
0
Nj
GATE:
01/14/05
DRAWING NO.:
3693
7
W
W
Q
W
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J
Q
W
W
Q
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Z
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CQ