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/0110,E COr IVECT/Orl/D,�//��,�
EQeofEss,o
�� S• HA'�'tf 41'
a r1o.43976 m
EXp. 6/30/07
�F CAS-�F°�
N
a'
O
I Oi V
z
43 LF
°a 31 @S=0.006
TOE OF SLOPE PER STREET.,
IMPROVEMENT PLANS
EXIST. R/W
Y.............. ....
EXIST.�R/W
EXIST. CURB
AND GUTTER
20 10 0 20 40 60 80 100
SCALE: 1"=410'
W)7Z_
To CotiY�,Q Ty.� E,G,E Y/1 j�ortrs' .
UTiy/S�Y'"TOj e494Tllrk!
Dr1/ o.P�C/.sem �.P,�IU/Nl,�' 41vo
P/-� l//,i/,5 �Z.4111 ( I -if 41 Al, 75g
,QDD o. �6'0'
REMdI/.E ,EX/ST 129 %PCP P.5e /•PEC/sem rj2A0/Nle
AND R4V/i4�; OL,QN(P.7J7. � /G'�58) SyEEi ij Z z
[471VO
UfJ� �.4YlNGRN rPW� ib�se)
RIM
CYPRESS AVENUE vv N
0
EXIST V -DITCH CONSTRUCTION NOTES
O
RIGHT -OF -ENTRY o
TO BE OBTAINED 30 CONSTRUCT 18 -INCH RCP (D -LOAD PER PLAN)
55 z
CL
CONSTRUCT 24 -.INCH RCP (D -LOAD PER PLAN)
I���2• CONSTRUCT CURB OPENING CATCH BASIN
20 LF 31 35
TOE OF SLOPE PER STREET PER A. P.W. A. STD. PLAN NO. 300-2
I@S=0.00
IMPROVEMENT PLANS
PROPOSED CURB AND GUTTER 36 REMOVE INTERFERING PORTION OF EXISTING
kr: I SEE STREET IMPROVEMENT PIPE
EXIST. R/W PLANS DWG N0. 2997
.r
NCOLLARP R A. P. W. A.
�•. _;> ..
:.,.SHEET NO. 10
STD. PLAN NO. 380-3
::::� _..._... .__".....:::�..."...........:: _._...._........w_._.....:H ..... ...... , 4 8 REMOVE EXISTING INLET
J• >I- REMOVE EXIST'. -
.V N.;c,......,.,..v" `t... .�K......... HEADWALL 38
15 53 CONSTRUCT 'b -INCH RCP (D -LOAD PER PLAN)
offC-9. ' � w... - ...........:>::.._............... ._............
._.�... ............ EXIST..18" WATER
�..........
C, 5q CONSTRUCT DESILTING BASIN PER DETAIL
�$-........ - ---- - . ON SHEET 2 OF 2
F_...........................---.......... v 1- -"....--, _.._...."_....-......... -.... '.... EXIST . F.O. A B L E
���.�. �..�...... �..- - 55 CONSTRUCT CONCRETE FLARED END SECTION
--:-:::::��::� :-::_::_: :: �:� :.:: w� .....:.:. �.: o
:.:x..<::»:::,.::.«:. ........... �....o.....M...... HEADWALL PER CALTRANS STD. PLAN D94B TYPE B
&7+12.72 SOUTH HIGHLAND AVE.=
56 CONSTRUCT TRANSITION STRUCTURE PER A. P. W. A.
:s< STD. PLAN N0. - 340- 1
�,., . .........._ �- "_..... .,...._ ",. l3�P.�1,C'
.: ,P=CI,iVS71PllCTCfq B4 311V W LL P. e)
S
..._._ T
-� _ ---
_......- - _ ,2 2
000
.v.r".. }
EXIST. 24 R_ CP: -STORM EXIST. R/W
'f -i` DRAIN PLANS PREPARED C RIO S S -REFERENCE NOTES:
%`<.•• ......_BY DMJM CITY DWG NO. 2481
SHEET17. 24 OF 31 I. SEE SHEET 2 OF 2 FOR TRENCH DETAIL
-
2. LOCAL DEPRESSION TO BE CONSTRUCTED
PER STREET IMPROVEMENT PLANS DWG. NO. 34449.
SHEET NO. 9
3. FOR TITLE SHEET, SHEET INDEX AND MAP, GENERAL
NOTES, BASIS OF BEARINGS AND BENCHMARK,
SEE DWG. NO. 3444, SHEET I, 2 AND 3
HIGHLANDTH AVENUE4. FOR A.P.W.A. AND CALTRANS STANDARD PLANS SEE
444, SHEETS 7 THRU 12
HYDRAULIC DATA
REACH
K
�
200D
So
Sf
Vf (fps'
Dc
L I NE " A" 10+02. 17 TO 10+64. 14
49.65
30"
0. 013
0. 0048
.0025
7.75
2.04
VZ,ej� j, 2,
EQeofEss,o
�� S• HA'�'tf 41'
a r1o.43976 m
EXp. 6/30/07
�F CAS-�F°�
N
a'
O
I Oi V
z
43 LF
°a 31 @S=0.006
TOE OF SLOPE PER STREET.,
IMPROVEMENT PLANS
EXIST. R/W
Y.............. ....
EXIST.�R/W
EXIST. CURB
AND GUTTER
20 10 0 20 40 60 80 100
SCALE: 1"=410'
W)7Z_
To CotiY�,Q Ty.� E,G,E Y/1 j�ortrs' .
UTiy/S�Y'"TOj e494Tllrk!
Dr1/ o.P�C/.sem �.P,�IU/Nl,�' 41vo
P/-� l//,i/,5 �Z.4111 ( I -if 41 Al, 75g
,QDD o. �6'0'
REMdI/.E ,EX/ST 129 %PCP P.5e /•PEC/sem rj2A0/Nle
AND R4V/i4�; OL,QN(P.7J7. � /G'�58) SyEEi ij Z z
[471VO
UfJ� �.4YlNGRN rPW� ib�se)
RIM
CYPRESS AVENUE vv N
0
EXIST V -DITCH CONSTRUCTION NOTES
O
RIGHT -OF -ENTRY o
TO BE OBTAINED 30 CONSTRUCT 18 -INCH RCP (D -LOAD PER PLAN)
55 z
CL
CONSTRUCT 24 -.INCH RCP (D -LOAD PER PLAN)
I���2• CONSTRUCT CURB OPENING CATCH BASIN
20 LF 31 35
TOE OF SLOPE PER STREET PER A. P.W. A. STD. PLAN NO. 300-2
I@S=0.00
IMPROVEMENT PLANS
PROPOSED CURB AND GUTTER 36 REMOVE INTERFERING PORTION OF EXISTING
kr: I SEE STREET IMPROVEMENT PIPE
EXIST. R/W PLANS DWG N0. 2997
.r
NCOLLARP R A. P. W. A.
�•. _;> ..
:.,.SHEET NO. 10
STD. PLAN NO. 380-3
::::� _..._... .__".....:::�..."...........:: _._...._........w_._.....:H ..... ...... , 4 8 REMOVE EXISTING INLET
J• >I- REMOVE EXIST'. -
.V N.;c,......,.,..v" `t... .�K......... HEADWALL 38
15 53 CONSTRUCT 'b -INCH RCP (D -LOAD PER PLAN)
offC-9. ' � w... - ...........:>::.._............... ._............
._.�... ............ EXIST..18" WATER
�..........
C, 5q CONSTRUCT DESILTING BASIN PER DETAIL
�$-........ - ---- - . ON SHEET 2 OF 2
F_...........................---.......... v 1- -"....--, _.._...."_....-......... -.... '.... EXIST . F.O. A B L E
���.�. �..�...... �..- - 55 CONSTRUCT CONCRETE FLARED END SECTION
--:-:::::��::� :-::_::_: :: �:� :.:: w� .....:.:. �.: o
:.:x..<::»:::,.::.«:. ........... �....o.....M...... HEADWALL PER CALTRANS STD. PLAN D94B TYPE B
&7+12.72 SOUTH HIGHLAND AVE.=
56 CONSTRUCT TRANSITION STRUCTURE PER A. P. W. A.
:s< STD. PLAN N0. - 340- 1
�,., . .........._ �- "_..... .,...._ ",. l3�P.�1,C'
.: ,P=CI,iVS71PllCTCfq B4 311V W LL P. e)
S
..._._ T
-� _ ---
_......- - _ ,2 2
000
.v.r".. }
EXIST. 24 R_ CP: -STORM EXIST. R/W
'f -i` DRAIN PLANS PREPARED C RIO S S -REFERENCE NOTES:
%`<.•• ......_BY DMJM CITY DWG NO. 2481
SHEET17. 24 OF 31 I. SEE SHEET 2 OF 2 FOR TRENCH DETAIL
-
2. LOCAL DEPRESSION TO BE CONSTRUCTED
PER STREET IMPROVEMENT PLANS DWG. NO. 34449.
SHEET NO. 9
3. FOR TITLE SHEET, SHEET INDEX AND MAP, GENERAL
NOTES, BASIS OF BEARINGS AND BENCHMARK,
SEE DWG. NO. 3444, SHEET I, 2 AND 3
HIGHLANDTH AVENUE4. FOR A.P.W.A. AND CALTRANS STANDARD PLANS SEE
444, SHEETS 7 THRU 12
HYDRAULIC DATA
REACH
0100(CFS)
D I AM
n
So
Sf
Vf (fps'
Dc
L I NE " A" 10+02. 17 TO 10+64. 14
49.65
30"
0. 013
0. 0048
.0025
7.75
2.04
LINE " B" 10+02. 17 TO 10+4 1. 60
1 13. 90
18'
0. 0 13
10. 0050
1 . 0025
1 6. 00
' 1. 5
POTHOLE VERIFICATION
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR
STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF
THE AVAILABLE RECORDS. ADDITIONAL UNDERGROUND FACILITIES MAY Q► D
EXIST. OR THE LOCATION OF FACILITIES MAY DIFFER FROM THE
LOCATIONS SHOWN ON THE PLANS. THE CONTRACTOR SHALL, AT HIS OWN
EXPENSE. DETERMINE THE EXACT LOCATION OF ALL SUCH UNDERGROUND
UTILITIES PRIOR TO DOING ANY WORK OR.TAKING ANY ACTION THAT MAY MAYNANY
DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR CONTINUOUS DIAL TWO WORKING
OPERATIONS -UPON LEARNING OF THE EXISTENCE AND LOCATION OF ANY BEFORE DAYS BEFORE
UNDERGROUND FAC I L I T IES NOT SHOWN ACCURATELY ON THESE PLANS OR YOU DIG YOU DIG
NOT PROPERLY MARKED BY THE UTILITY OWNER, THE CONTRACTOR SHALL
IMMEDIATELY NOTIFY THE UTILITY OWNER AND THE ENGINEER BY
TELEPHONE AND IN WRITING.
TOLL FREE I-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
R4ecoez> zleA`Y/ivy 9-Z/-0 t •;
L-2_ 4,90,00 ,PCP P/PC TO,f �,A P 0,1= C0 9.3o.db U4- `�j • 2
.Po.fiL5w5 0� PCR F1FC-_5' • A Alr.--)
CURVE DATA
NO.
0
R
L
T
OA
87029'55"
42.00'
64.14'
40.21'
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.
PLANS PREPARE -D BY:
P�°F ss "4� UW1 LL
F
N0. <o �% 27042 Towne Centre Drive, Suite 270
c, 56185 �' m Foothill RAnch, CA 92610 DRAWN BY:
(949)470-8840 rn
S.M
EXP. 12-31-04 UNDE THE SUPERVISION OF: DESIGNED BY:
J. C
`STc'V/L ENG L/7 L/I r• Date : 9-23-03 CHECKED BY:
�TEOF Mk__\ KENNETH C. TAYL(fR R.C.E. 56185 - • K.T
1 10 1 20 41 ./ :/ 100
41
CITY OF FONTANA
STORM DRAIN IMPROVEMENTS
JUNIPER AVENUE Si`"4o,
AN- CYPR S AVENUE DATE:
INFRSE ION WET A,WEAS�� F S. HIGHLAND AVE. 09-23-03
AlPR E BYa DRAWING NO.:
CITY ENGINEER R.C.E. 51152 DATE: 3446 2
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