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AN
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LcomvEtTOR PIPE
OR IIOnDLN"E'HI`
ATCH SASIN
CONNECTION
SECLION A.
DOWEL
d
I `
4
, necJ
S
DETAIL
TOLL FREE "mmm" 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
14#0 Tg :
I. WHERE THE BASIN IS TO BE C;ONSTPUC"1'TELI WITHIN THE LIMITS OF EXISTING OR PIROAOSE0
51 WALK OR I.S NITI UOUS, TO SUCH SII�FWAtK. THE 'TOP SLA& CiF THE BASIN lfi6A'Y
FounR Et"iHER MONOLITHIC WITH THE 5II°EWAL.1t OR SEPARATELY, USING THE SAAB CLASS'
OF CONCRETE �� INTHE BASIN. WHEN POURED MCN4LITHIC�LLY THE E SIDEWeLK $
ALL E
R%FYI❑E Y9'HA WEAKENEDPLANE OR Ac � rmm[Is
} }EER SAWCUT CONTINUOUSLY LY A
ROONE
THE EXTERNAL PERIMCiER OF THE CATCH ��INYAL.Sa INCLUDING ACROSS THE FULL WIDTH
OF THE SIDEWALK, SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM INSLOPE, GRADE
COLOR, FAM H4 AND SCORING T EXISTING �i PROPSEI CURB WALK ADJACENT TO THE
A4 IN.
2. ALL CURVED CONCRETE SURFACES SHALL 5E FORMED iiCURVED FORMS. AND SHALL1� :
NOT ❑ E
SHAPED BY PLAS` eRIN G.
FLOOR �t BASIN SMALL IFGIVEN A STEEL TROWEL FtNISM AND SMALL HAVE A A�ONITIc.1DINA;I
AND LATERAL SLOPE OF . 1-I2 I1NINUM AND I: MAXIll�EXCEPT IETHGUTTER GRADE AE
EXCEEDS R PERCENT. IN WHICH C��THE LONGITUDINAL>SLOPE F THE SHALL BE
THE SANEAS THE OUTTERER �ADE. SLOPErLi�FFROM ALL DIRECTIONS TO T
iE T
DU LET.
4 DIMENSIONS:
w
`+M THEDIFFERENCE R � IISI ELEVATION I �sN: ISI 'I`IH : I Nd
� E ' ` oY EIo< BETWEEN E L T I� I*1:1" "�`FI �IillT` B AND THE YI T OF
THE CATCHBASIN AT THE. OUTLET I.�Em(4.59.,
I.,
W .x THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT.
THE UPSTREAM END OF THE BASIN. A5,N SHALL BE, DETERMINED BY THE IREOUIREMIENTS:
OF NO7E: 3. BUT SHALL NOT T E LESS THAN CURB FACE PLUS 300 ktl2l).
VP - THE 0IFFEI ENCS IN ELEVATION BETWEEN THE TOP OF THE CuRS AND TIRE INVERT OF
THE INLET. NOTED ON THE PFICI,IE T' PLANS,
H, NOTED ON THE PP04ECT PLANS.
-
W = NOTED ISN THE PROJECT PLANES-.
A THE, AN GLIE� IN DEGREES', INTERCIEPTEO BY THE OENTERLINE OF THE CONNECTOR PIPE
AND THE CATCII BASIN WALL TO WH[CH THE CONNECTOR PIPE 15 ATTACHED.
5. PLIC:CONNECTOR P fPFS AS INDICATED ON THE PROJECT FLANS, UNLESS OTHERWISE SE SPECI-
FIED. THE CC1N4#NET'OR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END 0F" "1"FIE BASK
MERE THE CONNECTOR PIPE IS SHOWN AT A CORNER, THE CENTERLINE OF THE PIPE SHALL
INTERSECT THE INSIDE i�EP SE fiIHE�4 IN.. THE PIPE F.E�AiBE �f
AND TRIMMED A1" Aa
SKEW NZC&$4AR'Y TO INSURE MINIMUM 6 rr IIF"'1 PIPE EMBEDMENT. ALL AROUND, WITHIN
.L. AND 75 mm(31) RADIUS OF
ALL XROU IO. ADJACENT TO PIPE ENDS. A MNONI'4�LITHIC`: CATCH BASIN CONNECTION SHALL ❑E
USED T£j31d THE CONNECTOR PIPE TO THE CATCH CH BASINWHENEVER ANGLE A a
1S LESS
THAN
70
DEGREES CFGREATER
THAN
lIC
)
ECPE S C:l#ENE R TFE CONNC
Cr P
IPE ISLOCATED
IN CORNER, USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY
IS PERMITTED. 3Na ITHI C1TCNI BASIN CONNECTIONS MAY BE CONSTRUCTED
TO AVOID
CUT—
TING S�ANCLENS'NSCFPIPE.
S: STEPS SHALL. BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEMS.
THEY SHALL BE LOCATED �AT THE �E TERL1
NE OF THE DOWW'1++IS"TI'tEAN19 I"`ND VV'ALt>. STIEPIS SHALL
BE SPACED 300 mm(l a) APART. THE TOP STEP SHALL at 175 mmt s"'l BELOW THE TOP TO THE
MANRCLE AND PROJECT 65 (2-11 'I. Ai L OTHER STEPS SHALL PROJECT 130 mrr(5').
T'
OzIDWELS ARE REQUIRED AT EACH CORNIER ANO AT 2 m�(71) ON �ENT'CR (MAXIMUM) ALONQ THE
aXCKWAL1..
_ THE FOLLOWING STANIDARCx PLANS :ARE 1140 RPORATED HEREIN,
AOS MONOLITHIC CATCH BASIN CONNECTION,
309 CATCH BASIN REINFORCEMENT
ORCEMENIT
310 CATCH BASIN FACIE PLATE A55EMBL'Y AND PROTECTION BAR
312 CATCH BASIN MANHOLE FRAME AND COVEN?
635 STEER. STEP
616 POLYPROPYLENE PLASTIC STEP
9: D1MENSICHS SN-IC,WNi ON THIS PLAN FOR METRIC SAND ENGLISH UNITS ARE NOT EXA=CT EOLiIL
YdLUG. j 7GTk l KVALUES A{. USED, ALL
VALUES USED FOR
CONSTRUCTION
O TRUngIfiN IsL» BE
METRIC VAILES EXCEPT REINFORCING RCING FAR�SIZES IN ChIGE.ISH LIdV1TS MAY BE B1318BTITt+ITEi1
rbR METRIC 13AR BRCS. I ' ENINGLISH UNITS ARE UtebI ; AIL VALUES USED FOR CONSTRUCTION
SHALL BE ENGLISH UNITS.
DATE I ENGR.I CITY I DATE
BLI C °WORKS ASSOCIATION - SOUTHERN CALIFOFMIA CHAPTER
STA*0�Rc, PIS
3 - 2
CURB OP E. N CATCH BASIN SHEET 2 Of 4
SHOULD CONSTRUCTION OF REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF TILE 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
PREPARED FOR:
YOUNG HOMES
10370 TRADEMARK STREET
RANCHO CUCAMONGA,
Co. 91730
(909) 477-6715
................
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PO#NIT fli: F�NNT 8
75 I11 7" »r ;n,Di'?'rft `id':N'. 1.5 -m. (61) s.w... IT a :
_ t I is ' r IIAR,
.wa
4501 rain,
50 mrtt
e
I 4e.py�VALLEY
ii
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-I- �I
- "E6
9✓
SECTION A—A SCT,—S SECTION C—
MEAN L1 � ASSOCIATION -SOUTHERN L��'I��APT
STS P
> I
_LOCAL DEPRESSIONS
AT CFTC -
"v: -two USE
PUBLIC
WITH STANDARD SPECIFICATIONS 1�R ii?I��S C#NIS"1`PUCT1t�
BENCHMARK
B.M. #361, SPIKE IN NORTH FACE OF P.P.
#1536697E AT SOUTH WEST CORNER OF
BASELINE AVENUE AND SULTANA AVENUE.
ELEVATION: 1365.01
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
l Fontana, California 92335
(909) 356-1815 Fax (909) 356-1795
David S. Hammer, A.C.E. 43976 Date
(expires 6/30/2005)
OTE
AUL EXPC)SED D _. aH I i
�` To A 15 nlnd (HALF' INCH) FtA#US,.
d
CURD E AT POINTS a� W�Ny sRg
�.
THE COR5 FACE AY
POINTS SI g^ NORMAL
} 3y
AND '43
R f� wk �.A T
�n� �W. I'�� &R�I7 ��: 4. vUa'3 }� }}q�,, -y� � '.. yY
hllw AI ,� . �• J $$$ �j
I.r. NL:Y �R:3'
�pp
I
PLUS S M t S . E ,�1� I I'; CATCH SI#� STANDARD
�,�« P
LAiP'#
n: 5
�� STREETS
WHERE ^���'
�EtT IE F
O LIN � I
� INDICATED, TE� THE LVA'TC
IOF TIME':.
OUTER Et)i3E, OF' THE LOCAL DEPRESSION SHA6'LLf-" I' T)iEf
_ # .SH
Eo STREET
SURFACE,
4, IN NEW STREETS, C)q IN Exl$TING STREETS WHERE PAVEMENT REMODELING IE INWCATE `i
a a
THE '. A
s
E E L L'� 1r� 1�1 �O P P D, T>. I" x �:
AND % HAI~.I.
�E°i" �i HI.�H
� C�a E'� "�NiAkN� T`I„IE, �i�l'iTE`i': L,Va InIN'E
LeVT IU� �'
POINTS �T� fiGDF RESPECTIVELY, ^^-- T
THE "
I��F POINTSINTS P AND R SHALL RE SET H H.EI THAN THE
TLP FLOW
LIME'
ELEVATIONS �T -
b
b 1
N
RESPECTIVELY,
LY.
THE ELEVI'17ION t1#- POINT S SHALL HaE SET I2� H.JzGHER THAN THE ELEVA-TION T THE NEAREST
1
l:I.TTER F, -OW i_INE�
w IS NO IG
` ItR ADJACENT TO, THE LX� DEPRESSION,E�
SIUd4NE ELEVATION SN
F X1a
N
[. .IiAll. BE SET H( _ w
h� ITI�EP THAN THE :IEVATAT NEAREST T� �CURB..
t?IMiNStONS
H NOTED ON THE PROJECT PL.ANS',
H] NOTED ON THE PkOJECT PLMNS,
Hr - NOTED, 01N THE, PROJECT PLANS,.
Hj - NOTED THE PROJECT PLANS,
0 rma'n 42 IFeet)
K _ L5 res 45- Feet)
1.8 eI A p
Ayy
f.
N) mm L2, m 4 Feet)
t
I NN F4,60
�
CATCH AINFOR ON
E AT,IRASdN,
OR
DISTANCE,
y^E SEzEEN ETIc'E:MI', 's~Nis A,t.l..i
FORiUTtPL r-ATHI PASM43.
EI-iiISNIS
4a .TIE LC n ,
LOCAL I~}'1�ESSI�Ni ,�r��s1..1. B1 �I�� mm I,13 INCHES),
6, DIMENSIGNS SHOWN ON THIS F=Lt'i FOR METRIC' � .w E[
HtISIUNITS A SE N
. 1 LXACT Y
EQUAL
A:L
VALUE,.",METRIC ARE USED, ALL VALUES. US -:1) r� wC�,�IJ�TI� SI.AL~
Ix�xTR1C
VALUES, �� PTRE�H�
REINFORCING SA�. ���xS� UNITS i
� � � S " 5�n
1Jr
EtEOP METRIC
SA,$I.S IF EC � ��
�I Ta �� "SED, �LI:
�a�L E_USED wT'
�N CONSTRUCTION CT1
`ALL
RI" ENCEISI
VALUES.
I AIIEI;ICA
N PIILI'
METRIC
LOCAL DEPRESSIONS AT ITCH BASINS 313 — I
S'4NNE�0' 4 OF 4.
/QRpFESS/ChS. Hq\,y "�� F
Z
w No. 43976 ,�
* Exp. 6/30/05
\�_�CIV 1"CF CAL�F��
CITY OF FONTANA, CALIFORNIA
RANCHO FONTANA SPECIFIC PLAN
DRAWN BY: SCALE:
DEA
DESIGNED BY: _Api�� A A DARDS DATE: AS NOTED
_
DEA MAY, 2003
CHECKED BY: PR D BY�: DRAWING NO.: 4
DSH CITY ENGINEER R.C.E. 51152 1 3143 4
Filename: M:\DWG\15902\STREETS\FINAL-PHASE\ISABEL & VIRGINIA\SHEET4.DWG
STRUCTURALATA
W ALL
I €IA 3e1
a#IPt, �..L SIS
tV AND
CJ
F:EI�IE4�ICEt#�f+I
E,
"� s.r
PE.
lE E
`II•IF'CIRENIENd
MAXMAX
N i�.
REQUIRED Ma
Y'
FR ONIT REAR 0TTC,II 6i16Vf>a
LL WALL SLAB ZL
I -U mt3:5"'I
Z4 (O':3
15€1 a lc'l Udo m"6
I..Cg t ' N
3.5 r"029
c rn n a 1 200 ar AAS
�.
O•
�
,O r€alil
1,0 "6 1
Ir.0 mnco') 150 K6')
2,0 r€a(`T';l
5 m(W)
206 vOW) 200 -998*)
.0 m(141)I<
rreiaiA3
150 MM(69 I* i : a"?
7-77
'r,
fs
.4 ml0li
ISCI **m(69 +CIO hoW0F)
410 rrtl l,a l
N1M" l
200 rnm4s') 250 Wur4l of
4z
I T`A
vdx 4IR
fi W �I
�r ff
r'Y
f
r r • ,
I;s n�N�arl
w
II34� Mrara9(I 20 SIB.)
ns
A m48')
200 nrgGl 200
4�
3.0 *!V')
200 6m m, (i9') 250 M0410,1
�.� i9m4I�F)
�C9�b arrrrr(�"1 w��13 tENJ }
,•': N a;»';,�N' �*'�;�'�, �''r;
FOR W s 9 ffK201). Ni
a $.5 r s2"l ON 0 x a.2 *41]
SEE PROJECT PLANS
AMERICAN PUBLIC WORKS ASSOCIATION THERN CALIFORNIA CHAPTER
A -l , lt8'� PLAN
��N ta
METRIC
pmuo ; ANDS , CURB OPENING CATCH BASIN
300-2
1994 1
P*v' u E mTFI STANICN Ro A-PBCI 4A'TI'ON8 FAIR PUBLIC WORKS CONSTRUCTION SI EFT I OF 2
TOLL FREE "mmm" 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
14#0 Tg :
I. WHERE THE BASIN IS TO BE C;ONSTPUC"1'TELI WITHIN THE LIMITS OF EXISTING OR PIROAOSE0
51 WALK OR I.S NITI UOUS, TO SUCH SII�FWAtK. THE 'TOP SLA& CiF THE BASIN lfi6A'Y
FounR Et"iHER MONOLITHIC WITH THE 5II°EWAL.1t OR SEPARATELY, USING THE SAAB CLASS'
OF CONCRETE �� INTHE BASIN. WHEN POURED MCN4LITHIC�LLY THE E SIDEWeLK $
ALL E
R%FYI❑E Y9'HA WEAKENEDPLANE OR Ac � rmm[Is
} }EER SAWCUT CONTINUOUSLY LY A
ROONE
THE EXTERNAL PERIMCiER OF THE CATCH ��INYAL.Sa INCLUDING ACROSS THE FULL WIDTH
OF THE SIDEWALK, SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM INSLOPE, GRADE
COLOR, FAM H4 AND SCORING T EXISTING �i PROPSEI CURB WALK ADJACENT TO THE
A4 IN.
2. ALL CURVED CONCRETE SURFACES SHALL 5E FORMED iiCURVED FORMS. AND SHALL1� :
NOT ❑ E
SHAPED BY PLAS` eRIN G.
FLOOR �t BASIN SMALL IFGIVEN A STEEL TROWEL FtNISM AND SMALL HAVE A A�ONITIc.1DINA;I
AND LATERAL SLOPE OF . 1-I2 I1NINUM AND I: MAXIll�EXCEPT IETHGUTTER GRADE AE
EXCEEDS R PERCENT. IN WHICH C��THE LONGITUDINAL>SLOPE F THE SHALL BE
THE SANEAS THE OUTTERER �ADE. SLOPErLi�FFROM ALL DIRECTIONS TO T
iE T
DU LET.
4 DIMENSIONS:
w
`+M THEDIFFERENCE R � IISI ELEVATION I �sN: ISI 'I`IH : I Nd
� E ' ` oY EIo< BETWEEN E L T I� I*1:1" "�`FI �IillT` B AND THE YI T OF
THE CATCHBASIN AT THE. OUTLET I.�Em(4.59.,
I.,
W .x THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT.
THE UPSTREAM END OF THE BASIN. A5,N SHALL BE, DETERMINED BY THE IREOUIREMIENTS:
OF NO7E: 3. BUT SHALL NOT T E LESS THAN CURB FACE PLUS 300 ktl2l).
VP - THE 0IFFEI ENCS IN ELEVATION BETWEEN THE TOP OF THE CuRS AND TIRE INVERT OF
THE INLET. NOTED ON THE PFICI,IE T' PLANS,
H, NOTED ON THE PP04ECT PLANS.
-
W = NOTED ISN THE PROJECT PLANES-.
A THE, AN GLIE� IN DEGREES', INTERCIEPTEO BY THE OENTERLINE OF THE CONNECTOR PIPE
AND THE CATCII BASIN WALL TO WH[CH THE CONNECTOR PIPE 15 ATTACHED.
5. PLIC:CONNECTOR P fPFS AS INDICATED ON THE PROJECT FLANS, UNLESS OTHERWISE SE SPECI-
FIED. THE CC1N4#NET'OR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END 0F" "1"FIE BASK
MERE THE CONNECTOR PIPE IS SHOWN AT A CORNER, THE CENTERLINE OF THE PIPE SHALL
INTERSECT THE INSIDE i�EP SE fiIHE�4 IN.. THE PIPE F.E�AiBE �f
AND TRIMMED A1" Aa
SKEW NZC&$4AR'Y TO INSURE MINIMUM 6 rr IIF"'1 PIPE EMBEDMENT. ALL AROUND, WITHIN
.L. AND 75 mm(31) RADIUS OF
ALL XROU IO. ADJACENT TO PIPE ENDS. A MNONI'4�LITHIC`: CATCH BASIN CONNECTION SHALL ❑E
USED T£j31d THE CONNECTOR PIPE TO THE CATCH CH BASINWHENEVER ANGLE A a
1S LESS
THAN
70
DEGREES CFGREATER
THAN
lIC
)
ECPE S C:l#ENE R TFE CONNC
Cr P
IPE ISLOCATED
IN CORNER, USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY
IS PERMITTED. 3Na ITHI C1TCNI BASIN CONNECTIONS MAY BE CONSTRUCTED
TO AVOID
CUT—
TING S�ANCLENS'NSCFPIPE.
S: STEPS SHALL. BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEMS.
THEY SHALL BE LOCATED �AT THE �E TERL1
NE OF THE DOWW'1++IS"TI'tEAN19 I"`ND VV'ALt>. STIEPIS SHALL
BE SPACED 300 mm(l a) APART. THE TOP STEP SHALL at 175 mmt s"'l BELOW THE TOP TO THE
MANRCLE AND PROJECT 65 (2-11 'I. Ai L OTHER STEPS SHALL PROJECT 130 mrr(5').
T'
OzIDWELS ARE REQUIRED AT EACH CORNIER ANO AT 2 m�(71) ON �ENT'CR (MAXIMUM) ALONQ THE
aXCKWAL1..
_ THE FOLLOWING STANIDARCx PLANS :ARE 1140 RPORATED HEREIN,
AOS MONOLITHIC CATCH BASIN CONNECTION,
309 CATCH BASIN REINFORCEMENT
ORCEMENIT
310 CATCH BASIN FACIE PLATE A55EMBL'Y AND PROTECTION BAR
312 CATCH BASIN MANHOLE FRAME AND COVEN?
635 STEER. STEP
616 POLYPROPYLENE PLASTIC STEP
9: D1MENSICHS SN-IC,WNi ON THIS PLAN FOR METRIC SAND ENGLISH UNITS ARE NOT EXA=CT EOLiIL
YdLUG. j 7GTk l KVALUES A{. USED, ALL
VALUES USED FOR
CONSTRUCTION
O TRUngIfiN IsL» BE
METRIC VAILES EXCEPT REINFORCING RCING FAR�SIZES IN ChIGE.ISH LIdV1TS MAY BE B1318BTITt+ITEi1
rbR METRIC 13AR BRCS. I ' ENINGLISH UNITS ARE UtebI ; AIL VALUES USED FOR CONSTRUCTION
SHALL BE ENGLISH UNITS.
DATE I ENGR.I CITY I DATE
BLI C °WORKS ASSOCIATION - SOUTHERN CALIFOFMIA CHAPTER
STA*0�Rc, PIS
3 - 2
CURB OP E. N CATCH BASIN SHEET 2 Of 4
SHOULD CONSTRUCTION OF REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF TILE 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
PREPARED FOR:
YOUNG HOMES
10370 TRADEMARK STREET
RANCHO CUCAMONGA,
Co. 91730
(909) 477-6715
................
# A
I
CATCH L€ llq �W
C
x �
_
... . . �k�
Y
"yy#By Ay- I}
E '
+i
e .....
NQ -
v
Ire
E.
�. IS
POINT C�
Fme
le—
POINT
I�k'S
g
NJ
gl�. ' v EAC' FLOW ,,.>R.,..k� k EO�I O. �` b�:
�I IrI<TS,�':4 F'
M»
Il
�F T
`mow
t
'—PII`F €
FLOW LINE
i
Z
^i
"'..e..... -y'.. ��
�vw I
dd`oM
r,PoINT A-"
YA,
a
I
' ? .
POWT iak.£lt
M
N
-----------------
POINT_I:II.
,.INS WO
a
s
III"
:
.a
I'
s
1
N
PO#NIT fli: F�NNT 8
75 I11 7" »r ;n,Di'?'rft `id':N'. 1.5 -m. (61) s.w... IT a :
_ t I is ' r IIAR,
.wa
4501 rain,
50 mrtt
e
I 4e.py�VALLEY
ii
x S
-I- �I
- "E6
9✓
SECTION A—A SCT,—S SECTION C—
MEAN L1 � ASSOCIATION -SOUTHERN L��'I��APT
STS P
> I
_LOCAL DEPRESSIONS
AT CFTC -
"v: -two USE
PUBLIC
WITH STANDARD SPECIFICATIONS 1�R ii?I��S C#NIS"1`PUCT1t�
BENCHMARK
B.M. #361, SPIKE IN NORTH FACE OF P.P.
#1536697E AT SOUTH WEST CORNER OF
BASELINE AVENUE AND SULTANA AVENUE.
ELEVATION: 1365.01
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
l Fontana, California 92335
(909) 356-1815 Fax (909) 356-1795
David S. Hammer, A.C.E. 43976 Date
(expires 6/30/2005)
OTE
AUL EXPC)SED D _. aH I i
�` To A 15 nlnd (HALF' INCH) FtA#US,.
d
CURD E AT POINTS a� W�Ny sRg
�.
THE COR5 FACE AY
POINTS SI g^ NORMAL
} 3y
AND '43
R f� wk �.A T
�n� �W. I'�� &R�I7 ��: 4. vUa'3 }� }}q�,, -y� � '.. yY
hllw AI ,� . �• J $$$ �j
I.r. NL:Y �R:3'
�pp
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PLUS S M t S . E ,�1� I I'; CATCH SI#� STANDARD
�,�« P
LAiP'#
n: 5
�� STREETS
WHERE ^���'
�EtT IE F
O LIN � I
� INDICATED, TE� THE LVA'TC
IOF TIME':.
OUTER Et)i3E, OF' THE LOCAL DEPRESSION SHA6'LLf-" I' T)iEf
_ # .SH
Eo STREET
SURFACE,
4, IN NEW STREETS, C)q IN Exl$TING STREETS WHERE PAVEMENT REMODELING IE INWCATE `i
a a
THE '. A
s
E E L L'� 1r� 1�1 �O P P D, T>. I" x �:
AND % HAI~.I.
�E°i" �i HI.�H
� C�a E'� "�NiAkN� T`I„IE, �i�l'iTE`i': L,Va InIN'E
LeVT IU� �'
POINTS �T� fiGDF RESPECTIVELY, ^^-- T
THE "
I��F POINTSINTS P AND R SHALL RE SET H H.EI THAN THE
TLP FLOW
LIME'
ELEVATIONS �T -
b
b 1
N
RESPECTIVELY,
LY.
THE ELEVI'17ION t1#- POINT S SHALL HaE SET I2� H.JzGHER THAN THE ELEVA-TION T THE NEAREST
1
l:I.TTER F, -OW i_INE�
w IS NO IG
` ItR ADJACENT TO, THE LX� DEPRESSION,E�
SIUd4NE ELEVATION SN
F X1a
N
[. .IiAll. BE SET H( _ w
h� ITI�EP THAN THE :IEVATAT NEAREST T� �CURB..
t?IMiNStONS
H NOTED ON THE PROJECT PL.ANS',
H] NOTED ON THE PkOJECT PLMNS,
Hr - NOTED, 01N THE, PROJECT PLANS,.
Hj - NOTED THE PROJECT PLANS,
0 rma'n 42 IFeet)
K _ L5 res 45- Feet)
1.8 eI A p
Ayy
f.
N) mm L2, m 4 Feet)
t
I NN F4,60
�
CATCH AINFOR ON
E AT,IRASdN,
OR
DISTANCE,
y^E SEzEEN ETIc'E:MI', 's~Nis A,t.l..i
FORiUTtPL r-ATHI PASM43.
EI-iiISNIS
4a .TIE LC n ,
LOCAL I~}'1�ESSI�Ni ,�r��s1..1. B1 �I�� mm I,13 INCHES),
6, DIMENSIGNS SHOWN ON THIS F=Lt'i FOR METRIC' � .w E[
HtISIUNITS A SE N
. 1 LXACT Y
EQUAL
A:L
VALUE,.",METRIC ARE USED, ALL VALUES. US -:1) r� wC�,�IJ�TI� SI.AL~
Ix�xTR1C
VALUES, �� PTRE�H�
REINFORCING SA�. ���xS� UNITS i
� � � S " 5�n
1Jr
EtEOP METRIC
SA,$I.S IF EC � ��
�I Ta �� "SED, �LI:
�a�L E_USED wT'
�N CONSTRUCTION CT1
`ALL
RI" ENCEISI
VALUES.
I AIIEI;ICA
N PIILI'
METRIC
LOCAL DEPRESSIONS AT ITCH BASINS 313 — I
S'4NNE�0' 4 OF 4.
/QRpFESS/ChS. Hq\,y "�� F
Z
w No. 43976 ,�
* Exp. 6/30/05
\�_�CIV 1"CF CAL�F��
CITY OF FONTANA, CALIFORNIA
RANCHO FONTANA SPECIFIC PLAN
DRAWN BY: SCALE:
DEA
DESIGNED BY: _Api�� A A DARDS DATE: AS NOTED
_
DEA MAY, 2003
CHECKED BY: PR D BY�: DRAWING NO.: 4
DSH CITY ENGINEER R.C.E. 51152 1 3143 4
Filename: M:\DWG\15902\STREETS\FINAL-PHASE\ISABEL & VIRGINIA\SHEET4.DWG