HomeMy WebLinkAbout3139-3ISM 0 300 mm 04 0
L/2 (TYP,
:W OR _a
CIST.PPIPE
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15M 0 300 mm
(•4 0 12.1 -
150 mm
1 111111111
CU T
N0. 2
LINEr7�
330-C-23 (560-C-3250) CONCRETE
25 mm (11) (TYP.)
3-I5M (•4) CIRCULAR TIES,
SEE NOTE 9
0
0
CUT
NO. 2
LINE
0 L T
300 jam 0211 300 era 112.1 100 mm 14.1
456 ma (18-) 300 mm 1121 125 mat (5.1
00, mat 124.1 300 mm 1121 150 am (61
750.m (301) 450 mm 08.1 175 mm 17•11
1100 m" (36'1 450 mm (1811 225 mm (9.1
1060 mm (42. 450 mm (18.1 225 mm (9-11
1200 mm (48' 450 mm 1118.1 250 mm 1101
1425 mm (57.1 450 mm 1189 250 mm 110'1
1500 mm (60 525 mm 1211 275 mm (11.1
1650 Own (66• 525 ma (211 275 mm (11.)
1800 mei (721 600 mm (24. 300 mm 021
HORIZ 1 - 40
r - VERT 1 = 4 520.
�zo
G 10+00 11+00 12+00 PLAN 1 "= 40' 13+00 14+00 15+00
SCALE IN FEET
80 1
1
CONSTRUCTION NOTES
O CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" COMPACTED
NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32 )
8 2O CONSTRUCT 6" CURB & GUTTER PER CITY STD. PLAN NO. 1003
SGPO CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015
CONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A. STD.
PLAN NO. 300-1. SEE SHT. 2 (W=PER PLAN)
IN
t� w O7 zo
ADJUST MANHOLE OR GATE VALVE BOX TO GRADE PER CITY STD.109&130.
a O CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102
05
_ -_ 8 W = PER PLAN.
~ -
' 111 v INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD PLAN
51 <�4 8 O NO. 1016 (SCE #7)
k Y 12 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO. 121
WIDTH PER PLAN (SEE SHEET 2).
SE -awl ■� Al[,�1-G�',1j'L
STREET I CURTIS AVE
Dwc. NO pnovnf NUE
3 SHT. NT PL4NS
4 OF 14
CURVE DATA
CURVE
DELTA
LENGTH
=
PVI 521.22
TANGENT
Q
Z
o n N 04
PROPOSED
P S
TO
D P _..._.
-------
13'37'25"
90.83
382.00'
45.63'
Q
46'49'35"
46.58'
19:31 5.69 25
24.68'
D
253'21'06"
o6 +
38.00'
,
_.._... - OF ELY.
-CURB _ .. _ 47-77-
26'31'31"
;
57.00'
13.44'
aF
13.37'25"
99.39'
-
C� U
n .�Ifl
]
p
N
N% 1 N O
618.00'
160.44'
H
33'43'59"
;.
600.00'
181.91'
I
13'37'25"
95.11'
>_
N 0 LTJ
NCK
CN
Q
16.25'35"
0
245.00'
35.36'
OK
29.06'23"
304.80'
,
155.76'
QL
523
1 0�
N
In
0a
PROFILE
HORIZ 1 - 40
r - VERT 1 = 4 520.
�zo
G 10+00 11+00 12+00 PLAN 1 "= 40' 13+00 14+00 15+00
SCALE IN FEET
80 1
1
CONSTRUCTION NOTES
O CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" COMPACTED
NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32 )
8 2O CONSTRUCT 6" CURB & GUTTER PER CITY STD. PLAN NO. 1003
SGPO CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015
CONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A. STD.
PLAN NO. 300-1. SEE SHT. 2 (W=PER PLAN)
IN
t� w O7 zo
ADJUST MANHOLE OR GATE VALVE BOX TO GRADE PER CITY STD.109&130.
a O CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102
05
_ -_ 8 W = PER PLAN.
~ -
' 111 v INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD PLAN
51 <�4 8 O NO. 1016 (SCE #7)
k Y 12 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO. 121
WIDTH PER PLAN (SEE SHEET 2).
SE -awl ■� Al[,�1-G�',1j'L
STREET I CURTIS AVE
Dwc. NO pnovnf NUE
3 SHT. NT PL4NS
4 OF 14
CURVE DATA
CURVE
DELTA
LENGTH
RADIUS
TANGENT
Q
33'43'59"
342.65'
582.00'
176.45'
B
13'37'25"
90.83
382.00'
45.63'
Q
46'49'35"
46.58'
57.00'
24.68'
D
253'21'06"
168.03
38.00'
51.03'
E
26'31'31"
26.39'
57.00'
13.44'
aF
13.37'25"
99.39'
418.00'
49.93'
Q
29'06'23"
313.94'
618.00'
160.44'
H
33'43'59"
353.25'
600.00'
181.91'
I
13'37'25"
95.11'
400.00'
47.78'
Q
16.25'35"
70.24'
245.00'
35.36'
OK
29.06'23"
304.80'
600.00'
155.76'
QL
29'06'23"
295.66'
582.00'
151,09'
'R D
Y .
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VIA
S. i"HE > NCOIfEEFf
ANY ERRORS OR OW,
TOLL FREE -qmmm"-1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
FOREST GLEN DRIVE
REVISION DESCRIPTION I DATE I ENGR. I CITY I DATE
tot(
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 CONDITIONS
AND STANDARDS IN EFFECT.
BENCH MARK: #8-17 CALTRANS
BRASS CAMP IN CONCRETE S.C.E.
TOWER LEG. 343' N/O HIGHLAND AVE.,
0.20 MI. W/O SAN SAVAINE RD. 2.65
MI. W ALONG HIGHLAND AVE., FROM
SIERRA AVE.
ELEVATION: 1428.6090
INTERIOR SURFACE
OF PIPE
DETAIL "B"
TYPICAL JOINT FOR
REINFORCED CONCRETE PIPE
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN- CALIFORNIA CHAPTER
PNOMUtAIUED BYTIIE
-.
CO COLLAR
- CREi� FOR RCP
STANDARD PIAN
A�TRIC
►�;,�„,�.
""°°,«°°"""�
300 IInm (12D THROUGH 1800 mm
380 - 3
4
1500 mm (60.1 TO 1800 mm (721
SHEET i OF 2
USE WITH XTANDAM SPECIFICATIONSPOR PUBLIC WORKS CONSTRUCTION
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS MAP IS
THE SOUTH LINE OF THE NORTHEAST 1/4
OF SECTION 26, T. 1 R. 6 W. SAN
BERNARDINO MERIDIAN SHOWN AS
N89'37'36" W ON A MAP FILED IN BOOK 88
PAGES 36-42, INCLUSIVE, OF SURVEY,
RECORDS OF SAN BERNARDINO COUNTY
Prepared Under The Supervision Of :
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC. DRAWN BY -
10601 CHURCH STREET , STE. 107 SC/S
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311 DESIGNED BY:
MCA
Date
Date : / L�'� i- CHECKED BY(
R.C.E. 621& EXP. 9-30-05 MCS
NOTES
I. A .CONCRETE COLLAR IS REQUIRED WHERE THE CHANGE IN GRADE
EXCEEDS 10 PERCENT.
2. FOR CURVE JOINTS (SEE DETAIL S. SHEET 1)
IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE
THAT IS GREATER THAN 25 mm (I-). BUT IS LESS THAN 75 mm((3')
A CONCRETE COVER AS REQUIRED IN ACCORDANCE WITH SUBSECTION
306-1.2.4 OF THE SSPWC.
IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE
THAT IS EQUAL TO OR GREATER THAN 75 mm (31, BUT LESS THAN
150 mm 16.1, A CONCRETE COLLAR IS REQUIRED. IF THE -CLEAR
SPACE IS 150 mm (61 OR GREATER, A TRANSITION STRUCTURE
IS REQUIRED.
3. CONCRETE 'COLLAR SHALL NOT BE USED FOR A SIZE CHANGE ON
THE MAIN LINE.
4. CONNECTOR PIPES
A. WHERE -PIPES OF DIFFERENT DIAMETERS ARE JOINED WITH A
- CONCRETE COLLAR, L AND T SHALL BE THOSE OF THE LARGER
PIPE. D=D1 OR D2,- WHICHEVER IS GREATER,
B. WHEN :DI IS EQUAL TO OR LESS THAN D2. JOIN INVERTS AND.
WHEN DI IS GREATER THAN D2. JOIN SOFFITS.
5. FOR PIPE LARGER THAN 1800 mm (721 SPECIAL COLLAR DETAILS
ARE REQUIRED.
6. FOR PIPE SIZE NOT LISTED USE NEXT SIZE.LARGER.
7. REINFORCEMENT SHALL CONFORM TO ASTM A 615 M (A 615) GRADE
300(40). ...
8. WHERE REINFORCING IS .REQUIRED THE DIAMETER OF THE CIRCULAR
TIES SHALL BE D+(2 -X WALL THICKNESS) +•T.
9. REINFORCING SHALL BE USED WHERE THE PIPE DIAMETER IS
GREATER THAN -525 mmA21') AND ON ALL PIPES WHERE THE SPACES
BETWEEN THE EXTREME OUTER ENDS IS 75 mm (31 OR LARGER.
CIRCULAR TIES
PIPE DIAMETER
NO. OF
CIRCULAR TIES
525 mm -(2l') OR LESS
3
600 mm (24•) TO 750 mm (30')
3
825 mm (33') TO 1425 mm (57.1
4
1500 mm (60.1 TO 1800 mm (721
5
WHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS 75 mm (31. THE
NUMBER OF CIRCULAR TIES SHALL BE INCREASED TO MAINTAIN AN
APPROXIMATE SPACING OF 150 mm (61 O.C.
10. WHERE THE. PIPE IS 525 mm (2111 OR LESS IN DIAMETER AN INTERIOR
FORM OF UNSEALED SONO -TUBE OR EQUAL SHALL BE USED TO
PROVIDE A SMOOTH INTERIOR JOINT: THE PAPER FORM MAY BE
LEFT IN PLACE (SEE DETAIL A). WHEN THE PIPE IS 600 mm (241
OR LARGER A REMOVABLE INTERIOR_ FORM SHALL BE USED OR THE
INTERIOR JOINT SHALL BE COMPLETELY FILLED WITH MORTAR AND
NEATLY POINTED.
11. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS
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 SUBSTITUTED FOR
METRIC BAR SIZES. IF ENGLISH -UNITS ARE USED. ALL VALUES USED
FOR CONSTRUCTION SHALL BE ENGLISH UNITS.
AMERICAN PUBLIC 1IitMKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PIAN
380-3
CONCRETE COLLAR FOR RCP
30 mm. 12" : THROUGH 1800 mm 2'
SHEET20F2
CITY OF FONTANA, CALIFORNIA
STREET PLANS
TRACT NO. 15842 S
FOREST GLEN DRIVE o
(FROM STA 9+00.00 TO STA 14+92.41)
APPROVED BY: ,� D
CITY ENGINEER R.C.E. 51152 DATE `
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J:\SUMITT\TR15842\streets\st3.dwa. 09/23/2002 03:28:27 PM. cb