HomeMy WebLinkAbout3944-2o CITRUS A VE.
SEE DWG. NO 3708 TOLEDO WA Y
SHEET 5 OF 7 SEE RIGHT SIDE
1 11I II II I�
^� EXIST. 78" S. D. 1 I I 1 36
�5 0F
SHEET �
1 96+44.70 BCR 11 +93.00 BCR I
(00.00 TC)8 "CF 99.48 TC, 98.98 FL g
v I I I 10+74.57 BCR 10 11+82.65 ECR '
(99.09 TC)6' CF 98.54 TC, 98.04 FL 1 2 1 '
i PROP. 8" WATER
IW cr PROP. R/W
� I I S I I I I ` CL IN T`
-_CL_WT 1 I 1 o I II I 12+32.65 LAGUNA LANE
10+00.00 LAGUNA LANE I 9 I �, I I a =11 +41.00 TOLEDO WAY
=95+88.27 CITRUS AVE I I �2 1 N 6 ; III �0
- ctj N8�9'42 59 E 121I I 9F1 I 37
PR P. 18�"
7�� (33' 9 M \ I96� o
`^ \9
. PROP. R/W \ I I
25'
EXIST 12" WVWD I I I 10+75.43 ECR 11+81.29 BCR
=1 (98.87 TC)6 CF 97.88 TC, 97.38
WA TER FL \ II
10 I I �I 95+30.70 BCR 10+83.79 ECR 1 � �� II I 38
EXIST. 25 „ WA TER11 \ I
5 52 I fol (97.01 TC)8 CF 95.58 TC, 95.08
(FONTANA WA TER CO.) FL I 11 I i I
EXIST. 15" SEWER 12 0 40 ZI I I
PER DWG. 3709 I 'I 35 y
SHEET 4 OF 5 I\ �\
3' 6 10' 6' 3'
LA G UNA LANE g FS C. L. CBJA 1
NO
W=10'
LINE TABLE
LINE BEARING LENGTH
Ll N 9 43'01 " E 41.66'
L2 N 10'17'04" W 42.36'
TOLL FREE -qqmmww-1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
LAGUNA LANE ct!� SCALE. = 40'
SEE LEFT SIDE
34 35I' 1 11 ' 1 11 l. 11+82.65 ECR 1 lc� 2 3
11+81.29 BCR 134' 98.54 TC, 98.04 FL
10 97.66 TC, 97.16 FL . 1 22' 22 1 1 � 0 o N o
EC 10+83.79 ECR
�. 94.83 TC, 94.3 FL 95.58 TC foo \ rn 06
°j o (TYP) m A 6
33 �`f'F off, 6 95.08 FL 1 ^ I N ;' 7 N PROP. R/W CL /NT.
F2 I PROP. R/ o W + oo „ o I o
a „ <r 1J+14.07 TOLEDO WAY,""CONS TRUC TION NOTES
�9ti i 4 9 Z 5 rn CN o o =10+00.00 ENDERS REST
C.L. CB Al , L1 62"= _ CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" COMPACTED
8 W= 10 G os C3 NATIVE MATERIAL. (SEE GENERAL NOTES 31 & 32).
CL INT. g 2 i � - - _ 9
10+00.00 TOLEDO WA5 Y ROP. 8" SEWS 9 FL 2 PROP. 1-" SEWER �' . PLAN NO. 1003.CONSTRUCT 6"
CF P.C.C. CURB &GUTTER PER CITY STD.
{
=10+00.00 PAMPLONA ST1� -1- �� --
- 17 W� - 1 ST. LIGHT CONSTRUCT CROSS GUTTER PER CITY ST. PLAN NO. 104.
PROP. 8" WATER 9 9 0 6 2 `L PL 11 (MODIFIED "w"=8).
11 ST. LIGH i�6 ` F � W ® w W `L o / O5 - CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO.
4 loos.
@ PL _
PROP. 30 " RCP I f `L !� c�� \ 1\ I CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015.
G I
\ 7 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1005,
32 BC ` "94.17054.25
J 7 EC W=16' UNLESS OTHERWISE SHOWN ON THE PLAN.
94.53 TC, 94.03 FL Typ 12+69.07 BCR p� 04.11 TC, 03.61 Ft 8 CONSTRUCT LOCAL DEPRESSION PER A.P. W.A. STD. PLAN 313-1
1 ��1 9F S' 1 0 a ( ) 10 02.24 TC, 01.74 FL - I ��,°c, 1 ON SHEET 6.
\ \ 10+45.00 BCR J 0 10+45.00 ECR j I' 9� ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY
94.40 TC, 93.90 FL + o h 04.06 TC, 03.56 FL II STD. NOS. 109 & 130.
Z o � �> I 10 INSTALL STREET NAME SIGN PER CITY STD. NO. 139
I (I I• 1 1° I I I # I (R-1 AS SHOWN).
INSTALL STREET LIGHT 5,800 LUMEN HPSV PER CITY STD.
1 2 ' 111j" ^ JI2' 20 2 'ltld' NO. 1016.
3132 38 37 36 32 LA
1
1 11' 5
614 11 614
PAMPLONA STREET ENDERS STREET
SEE SHEET 4 TOLEDO WA Y SEE SHEET 3 .Ras RECORD D RAW I N C
Oa"T�rl��
s
0��-
c� °
CA TCH BASIN No. A 1
LOCAL DEPRESSION CASE B
SCALE 1 " = 10'
REVISION DESCRIPTION DATE ENGR. CITY DATE
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.
Rt- C, e. D DRAWIAIG
\ THESE RFCOR.-? DRAWINGS HAVE W !4t PREPARED, I=.
�y cu d PAPT O� ,:JE RAc..;: 03 OF WFORMCOMPILED AND
No. 3MV FURN'Sc E 5 BY OTHERS THE ENC ER t:VILL Nt)T BE
RESPON _E FOR ANY ERRORS OR OMISSIONS WHICH
BENCH MARK: j 8-17 BASIS OF BEARINGS.- ��� � HAVE BE !",4CORPORATED INTO THE DOCUMENTS AS
' RESULT 'H REOF.
CAL TRANS BENCHMARK #8-17. A _
BRASS CAP W THE CONCRETE BASE OF THE CENTERLINE OF CITRUS AVENUE
THE SOUTH LEG OF AN SCE TOWER AS SHOWN ON RECORD OF SURVEY
343' NORTH OF HIGHLAND, 0.2 M/ WEST 35/9 TAKEN AS N 01'10'30 W WAS
OF SAN SEVAINE RD., 265 M/ WEST USED, AS THE BASIS OF BEARINGS
OF SIERRA AVE. FOR THIS MAP.
ELEVA TION: 1428.609
Prepared Under The Supervision Of : CITY OF FONTA NA, CALIFORNIA
PREPARED IN THE OFFICE �Lw MADOLE AND ASSOCIATES, NC. S TREE T IMPROVEMENT PLANS
U 3O No. 36637sc 760-A S. ROCHESTER AVENUE DRAWN FY TRA C l 17438 SCALEAS SHOWN
ONTARIO, CA 91761
* Exp: 06-30-06 * PHONE 19091 937-9151 DESIGNED BY LAGUNA LN. FROM CIT US AVE. TO TOLEDO WAY DATE
sq c / V , �,� GB/EF OLEO WA Y F M P PL A ST. TO ENDERS ST. JUNE 2005
TF O� , Date ;A.7/.V&. CHECKED BY.• APP VED BY DRAWING NO.
OF CAL1f
RC 366 EXP. 0-30,,06 7z - Z Z " eng 3944 6
WENDELL 'L. IWA TSURU GB J./w. l TY ENG E R. C. E. 51152 DATE
a
J:\126-1936\streets\St02.dwa. 1/20/2006 10:13:32 AM. Gerry. Gerry
CURVE
TABLE
CURVE
DEL TA
RADIUS
LENGTH
TANGENT
Cl
110 00'05"
62.00
119.03
88.55
C2
90 00'00"
25.00
39.27
25.00
C3
10 00'02"
112.00
19.55
9.80
C4
110 00'05 "
62.00
119.03
88.55
C5
110 00'05"
25.00
119.03
88.55
C6
90,00,00"
45.00
70.69
45.00
C7
90 00'00"
45.00
70.69
45.00
C8
100 00'02"
30.00
52.36
35.75
C9
90,00,00"
30.00
47.12
30.00
TOLL FREE -qqmmww-1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
LAGUNA LANE ct!� SCALE. = 40'
SEE LEFT SIDE
34 35I' 1 11 ' 1 11 l. 11+82.65 ECR 1 lc� 2 3
11+81.29 BCR 134' 98.54 TC, 98.04 FL
10 97.66 TC, 97.16 FL . 1 22' 22 1 1 � 0 o N o
EC 10+83.79 ECR
�. 94.83 TC, 94.3 FL 95.58 TC foo \ rn 06
°j o (TYP) m A 6
33 �`f'F off, 6 95.08 FL 1 ^ I N ;' 7 N PROP. R/W CL /NT.
F2 I PROP. R/ o W + oo „ o I o
a „ <r 1J+14.07 TOLEDO WAY,""CONS TRUC TION NOTES
�9ti i 4 9 Z 5 rn CN o o =10+00.00 ENDERS REST
C.L. CB Al , L1 62"= _ CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" COMPACTED
8 W= 10 G os C3 NATIVE MATERIAL. (SEE GENERAL NOTES 31 & 32).
CL INT. g 2 i � - - _ 9
10+00.00 TOLEDO WA5 Y ROP. 8" SEWS 9 FL 2 PROP. 1-" SEWER �' . PLAN NO. 1003.CONSTRUCT 6"
CF P.C.C. CURB &GUTTER PER CITY STD.
{
=10+00.00 PAMPLONA ST1� -1- �� --
- 17 W� - 1 ST. LIGHT CONSTRUCT CROSS GUTTER PER CITY ST. PLAN NO. 104.
PROP. 8" WATER 9 9 0 6 2 `L PL 11 (MODIFIED "w"=8).
11 ST. LIGH i�6 ` F � W ® w W `L o / O5 - CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO.
4 loos.
@ PL _
PROP. 30 " RCP I f `L !� c�� \ 1\ I CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015.
G I
\ 7 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1005,
32 BC ` "94.17054.25
J 7 EC W=16' UNLESS OTHERWISE SHOWN ON THE PLAN.
94.53 TC, 94.03 FL Typ 12+69.07 BCR p� 04.11 TC, 03.61 Ft 8 CONSTRUCT LOCAL DEPRESSION PER A.P. W.A. STD. PLAN 313-1
1 ��1 9F S' 1 0 a ( ) 10 02.24 TC, 01.74 FL - I ��,°c, 1 ON SHEET 6.
\ \ 10+45.00 BCR J 0 10+45.00 ECR j I' 9� ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY
94.40 TC, 93.90 FL + o h 04.06 TC, 03.56 FL II STD. NOS. 109 & 130.
Z o � �> I 10 INSTALL STREET NAME SIGN PER CITY STD. NO. 139
I (I I• 1 1° I I I # I (R-1 AS SHOWN).
INSTALL STREET LIGHT 5,800 LUMEN HPSV PER CITY STD.
1 2 ' 111j" ^ JI2' 20 2 'ltld' NO. 1016.
3132 38 37 36 32 LA
1
1 11' 5
614 11 614
PAMPLONA STREET ENDERS STREET
SEE SHEET 4 TOLEDO WA Y SEE SHEET 3 .Ras RECORD D RAW I N C
Oa"T�rl��
s
0��-
c� °
CA TCH BASIN No. A 1
LOCAL DEPRESSION CASE B
SCALE 1 " = 10'
REVISION DESCRIPTION DATE ENGR. CITY DATE
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.
Rt- C, e. D DRAWIAIG
\ THESE RFCOR.-? DRAWINGS HAVE W !4t PREPARED, I=.
�y cu d PAPT O� ,:JE RAc..;: 03 OF WFORMCOMPILED AND
No. 3MV FURN'Sc E 5 BY OTHERS THE ENC ER t:VILL Nt)T BE
RESPON _E FOR ANY ERRORS OR OMISSIONS WHICH
BENCH MARK: j 8-17 BASIS OF BEARINGS.- ��� � HAVE BE !",4CORPORATED INTO THE DOCUMENTS AS
' RESULT 'H REOF.
CAL TRANS BENCHMARK #8-17. A _
BRASS CAP W THE CONCRETE BASE OF THE CENTERLINE OF CITRUS AVENUE
THE SOUTH LEG OF AN SCE TOWER AS SHOWN ON RECORD OF SURVEY
343' NORTH OF HIGHLAND, 0.2 M/ WEST 35/9 TAKEN AS N 01'10'30 W WAS
OF SAN SEVAINE RD., 265 M/ WEST USED, AS THE BASIS OF BEARINGS
OF SIERRA AVE. FOR THIS MAP.
ELEVA TION: 1428.609
Prepared Under The Supervision Of : CITY OF FONTA NA, CALIFORNIA
PREPARED IN THE OFFICE �Lw MADOLE AND ASSOCIATES, NC. S TREE T IMPROVEMENT PLANS
U 3O No. 36637sc 760-A S. ROCHESTER AVENUE DRAWN FY TRA C l 17438 SCALEAS SHOWN
ONTARIO, CA 91761
* Exp: 06-30-06 * PHONE 19091 937-9151 DESIGNED BY LAGUNA LN. FROM CIT US AVE. TO TOLEDO WAY DATE
sq c / V , �,� GB/EF OLEO WA Y F M P PL A ST. TO ENDERS ST. JUNE 2005
TF O� , Date ;A.7/.V&. CHECKED BY.• APP VED BY DRAWING NO.
OF CAL1f
RC 366 EXP. 0-30,,06 7z - Z Z " eng 3944 6
WENDELL 'L. IWA TSURU GB J./w. l TY ENG E R. C. E. 51152 DATE
a
J:\126-1936\streets\St02.dwa. 1/20/2006 10:13:32 AM. Gerry. Gerry