HomeMy WebLinkAbout3663-10L = LENGTH OF FLARE
V1 or MAMMUM OfFsEr DISTANCE x
X. = DIST E ALOK EASE LIFE _ L
Y = OFF3V FROM 15ASE LINE TAN G = 2W
T - TANGENT LENGTH L
IR = RADIUS OF NOSE T � R TAhI
13 = MAXIMUM F`1e kR; (VLEC'T10N ,ANGLE
OFFSET Y. mm
IF STATION OF RADIUS POINT IS NOT 11
GIVEN ON PLAN. TAN -GENT DISTAIwIICE
T MAY BE IGNORED
X. riT
I, m w, 1m .i0 - _
- 9,T 12-0 13,5 15,0 1&010
16-,a)7.5-
15'4Q 45 54 61Y 2� 1'5 80- . 4' 1
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7-5
150D
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SHEET I OF 1
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54
135 241D
375
540
960 1215 1.500
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270
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1 L
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1,6 111
4
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(0-231) X144
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0.5>T'
1.6iI' 2.413 2 -WN
(3.5CI).
4. g3'
S.6i3' 6.401"
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4
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115 900 44 t2'8 278 711':
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213 155D 2.7 w V 1 427 540 66f 91iC1 Y-5 1 FG+1
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27-0
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11250
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4
0�1
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10
161
240
427
W
667
950 130-1
1500
4,74
r6.04'
73
5'
01109'
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0.36
0.515'
O -B4'
1.4217
1A
222'
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S OY
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13
200
355
450
555
,
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353'
4.1
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DaMENSIC IS SHOWN ON THIS PLAN FOR METRIC AND ENUISH UNITS ,ARE NOT EXACTLY EQUAL
VALUES. IF METRIC UNITS ARE USED, ALL 'VALUES USED FOR CONSTRUCTION SNAIJL IaK METRIC
VALUES. IF ENGLISH UMTS ARE USED, ALL VALUES U'SM FOR CONSTRUCTION SHALL OE
ENGLISH 'JALI..IES.
A MEMCM PUBLIC WORKS AMSOCIATION - SOUTi iERN CALIFORNIA CHAPTIER
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MEDIAN FLARE
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L = UENGTH OF : LAW
W MAMM UM OFFSET DISTANCE
Y
X = IQISTANCE ALCM SASE EINE L
V • OFTWT FROM OASE LINE
T - TANGENT LENGTH TAN O = L
IN R41US OF NO!SrE,
0 MAXIMUM FLARE DEFLECTION ANGLE T = R TAJ
OFFSET Y. mm
IF STATION of RAIJi71US POINT IS NOT 11
DIYEN ON PLAN, TANGENT DISTAKE
T MAY :3E IGNORED
0iMENSI0NS 5HUYM ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL
VALUES, IF METRIC UMTS AIS USED, ALL VALUES USM FOR CONS F UCTION S1 ALIL BE MIETR1C
VALUES, IF ENGLISH IF14411S ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE
MUSH VALINES,
AMIEFUCAN PUBLIC WORKS ANSOCL4TION - SOUT RN �CALIFORNIA Com.
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7.5
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13.5
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APP D
DRAWING NO.:
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115M
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11.25 1.131'
320" x.05' S4{IU
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0.23' 0:4
188.
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0iMENSI0NS 5HUYM ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL
VALUES, IF METRIC UMTS AIS USED, ALL VALUES USM FOR CONS F UCTION S1 ALIL BE MIETR1C
VALUES, IF ENGLISH IF14411S ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE
MUSH VALINES,
AMIEFUCAN PUBLIC WORKS ANSOCL4TION - SOUT RN �CALIFORNIA Com.
MR51itl1i Oft QY Ttic
Aw'.
wn"6TwcammeowlbTru
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SHEET 1 OF 1
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Y=.W(
ZyL
L -LENGTH OF TAPER
WwMIA)aMUM OFFSET DISTANCE
X=01STI NEE ALONG BASE LINE
Y -OFFSET FROM BASE UNE
NOTES:
TO DETERhUNE OFFSET DISTANCE FOR AIIw1Y L€NG TH OF TAFER USE THE FCRMULA Y-2.25*L
FUR TME PORTIONS Ate' AND VD' WHICH ARE FARABOLIG CURVES, 'THE PORTION DV IS A L
TANGENT. INHEN THE BASE LXIE 15 CURVE[), THE OFFSEIS AFM APPLIED TO THE € URVED
IDASE LINE, AND BV iS NO LONGER A TANGENT.
01MENSIONS SH004 ON THIS PLAN FOR NEIRIG AND ENGUSII UNITS ARE Nor EXACTLY ECUAL
VALUM IF MJEMC UMTS ARE USED, ALL VALUES USED FOR OONSTRUCTON SHALL K METRIC
VALUES` IF ERGLISH UNITS ARE USED, ALL VALUES USED FOR GONSIRUCTON SHALL BE
ENGLISH 'VALUES.
AMERICAN PUBLIC VVDRKS ASSflCIATION - SOUTHERN CALIFI06M CHAPTER
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SLOPE 24%
I
E
L� �
5 mm
A3- 50 60 AND' A3-9110(8
'. THE LAST ;14UNIDER IN THE DE'S GINATIOI IS
THE MRS FARCE W) iHE.1WT, qm (INICHE5).
2. IGUT11ER TH, W. IS GOD ry!M24�"
UNLESS OTHERVASE SPECIFFED.
I TYPES �h , A2. A3 AND G. SHA --L BE
CONSTRUCTED Elicv PLCL
4. TYPE O1 CtJ RB SHALL 1I£ CONSTRUCTED
FROM ASP -IAL T CONCRETE.
5. TIME C1 CURB SHALL BE ANCHORED VTK
STEEL DD% LS AS SHON4 OR V ITF AN
EPDXY APPROWD RY THE EN103IN-r-R.
5, ALL EXPOSED C I*ERS 0*4 °CIS CURBS
AND GUTTERS SHALL BE ROUNDED WTH A
15 rrmi (11;r) RADIUS.
7. DIMIIFN&CN'S '.SHQ14tN ON THIS PLAN FOR
METRIC AND LNGLISM UNJI S ARE NOT
EXACTLY EQUAL V'ALU!E& LISE EITHER
1WTRIC OR ENGLISH VALUES, AS
REWIRED, BUT NOT BOTH. EXCEPT TH Al i
A SIMd file, REINFORCING STEEL MAY
BE Stls" TU TED rGR ASTM 61555M STEL..
z
m
IR
a1 -15+x(5') AND
75 cIIklBr o
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1_1 _ 15046 AND C11-200(-5)
ANIEFUCAN PUBLIC WORKS S IAMN - SPUTHEM CALIFORNIA CHAJP'rM
aMtCA'Ea RV DIE
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10M x 255 mm
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0 1 00C mm ac
E
0
(>14 x i 0" 0 44 X)
SIERRA AVE AND BASELINE AVE IMPROVEMENTS
Q
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GRMTED IN KA CE
of ID
DRAWN BY:/
BATTER 3.42
�
SCALE: NONE
Z
AND ETAILS
UJ
LJ
J
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1 gY
U
75 cIIklBr o
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1_1 _ 15046 AND C11-200(-5)
ANIEFUCAN PUBLIC WORKS S IAMN - SPUTHEM CALIFORNIA CHAJP'rM
aMtCA'Ea RV DIE
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SHRt t OF I
UW O1'i1-ST 3PfAFrATWff& � OR PLJ11 LIDWORKS_COMTR CTiObi
KAIN 11T TT'LM= BY H W W= RM SUM 114MUln
WNU ' OF TINS SMLI IS 1109NED, TI V= ROPE SLIMS
SHALL BE CAMR1W - ADEN$ CROW 13EAM BED= ON A Y
FITI.PAC SLIM IS
MT =-T CW= AM BAIT SLTN MLL BE CAPABLE OF
50 ?MZM A Lill D (W LM P MNDS
2. I- SUPPORTS WORS RRCM=D WILL FROV E A )aNXNM MAR
900 SHALL BE cm b IN ACCORDANCE WITH EL=R
IN 5,-!255 0 CASE .22 CR (e) XACFCD DWGS. 1-D173,1.,, CASS � CR
3a FOR SUPPORT REWTSEMENTS FOR L' A=S• UMOU THAN 16"j, SEE
DEPART-
#' 1-1453-11A.
"A"
EXIST PVMT
/"I/N
Z t
RT..RUIR ETS
011MLLI
iM'! rmk'T' CF WATJX A1Na MWER
gait 1 01141 , Off 4W LOS *N*I M
LIMIT OF PAYMENT
FOR AC REPAVING
PIPE O.D. + 40"
7' THICK AC
PVMT
U
/t --;'/N
J
IL LL.
IxCy)
U' Q J
o.. LL_
BEDDING B \/\\/ z \/\ Q o v
SAND OR GRANULAR \//\\ � \/> 0<
MATERIAL OF A SAND \ \ \ \ o
EQUIVALENT VALUE OF N
NOT LESS THAN 30
2" MIN :. = : //\ w
z
BELL \ 0
COLLAR/ / N
R OR 0
�X/ i YA.
z
BEDDING A / M DRAIN o
1/2" CRUSHED ROCK /\\ 0 L : @LILT w
.D //i °D
5
�\ EL
EXIST PVMT.
3 it IVI14)4 .5 / -0- 6- IVA 7-1 iAoe:_-
SD/L
M�
CONTRACTOR SHALL PROTECT AND SUPPORT
ALL EXISTING UTILITIES AND PROVIDE SHOP
DRAWINGS APPROVED BY A CIVIL ENGINEER
FOR SUPPORT OF EXISTING PIPE CROSSINGS
SUSPENDED ABOVE PROPOSED RCB TO THE
SATISFACTION OF THE AFFECTED AGENCY
8" PIPE O.D. 8" �
� MAX. r W � MAX. �
TYPICAL PIPE TRENCH AND BEDDING
SEWER& STORM DRAIN
NTSD.iJ. �G�4-�I1°IAJC
0
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
I
AS -BUILT
17 09
Mit
w
3
0
i
SIERRA AVE AND BASELINE AVE IMPROVEMENTS
Q
�
DRAWN BY:/
APWA STANDARD PLANS
SCALE: NONE
Z
I. M
AND ETAILS
UJ
LJ
J
�
1 gY
U
U m
07/31/06
m
rn
APP D
DRAWING NO.:
10
� Y
00
STRUCTURE BACKFILL
HAND COMPACTED TO 95% \\\
COMPACTION \�
VERTICAL
SHORING
LIMIT OF PAYMENT
FOR AC REPAVING
7' THICK AC
PVMT.
RCB
a
VERTICAL '2
SHORING a
1.0
\\� o
00
r 00
N
SAND
4 �
rn
TYPICAL DOUBLE AND SINGLE RCB I%
TRENCH AND BEDDING FOR CAST IN PLACE & PRECAST
AS -BUILT
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of
QRpFESS/Q
COMMENCE WITHIN TWO S OF THE DATE OF APPROVAL �� 1 EB
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, `� No. 37,23
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO o , 6 2001 East First Street
Santa Ana, CA 92705
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND s�q CIV���� TEL: (714)568-7300 FAX: (714)836-5906
� C
STANDARDS IN EFFECT. OF ALF
- Date
V
w
w
CITY OF FONTANA, CALIFORNIA
w
3
0
i
SIERRA AVE AND BASELINE AVE IMPROVEMENTS
Q
�
DRAWN BY:/
APWA STANDARD PLANS
SCALE: NONE
Z
I. M
AND ETAILS
UJ
LJ
J
�
1 gY
U
U m
07/31/06
m
rn
APP D
DRAWING NO.:
10
� Y
00
�m
Lo
0
RCB
a
VERTICAL '2
SHORING a
1.0
\\� o
00
r 00
N
SAND
4 �
rn
TYPICAL DOUBLE AND SINGLE RCB I%
TRENCH AND BEDDING FOR CAST IN PLACE & PRECAST
AS -BUILT
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of
QRpFESS/Q
COMMENCE WITHIN TWO S OF THE DATE OF APPROVAL �� 1 EB
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, `� No. 37,23
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO o , 6 2001 East First Street
Santa Ana, CA 92705
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND s�q CIV���� TEL: (714)568-7300 FAX: (714)836-5906
� C
STANDARDS IN EFFECT. OF ALF
- Date
NTS
w
w
CITY OF FONTANA, CALIFORNIA
w
3
i
SIERRA AVE AND BASELINE AVE IMPROVEMENTS
o
DRAWN BY:/
APWA STANDARD PLANS
SCALE: NONE
Z
I. M
AND ETAILS
LJ
DATE:
DESIGNED BY:
07/31/06
m
CHECKE BY:
APP D
DRAWING NO.:
10
l�•Z .off
Lo
M.R.
CITY ENGINEER R.C.E. 51152 DA E:
,36�.�%
29
a