HomeMy WebLinkAbout3334-432
916
33
o -q- Zo co to
o- I r- lo' o I i o
0
PROPOSED TC
EOP DATA
DELTA BRG
RADIUS LENGTH TANGENT REMARK
0
52.97'
o
r,
N01*52'40"E
O
0
+
coo
8 C. F.' 1 0
0)
+
o
---
c
0
+
Lo
0
Lo
EOP @
0
o
't
r-
0-
-
t"L OF
0
0)
po
i o
0)
..........
---------- ---
----
n
+
to
0
------- ----- - - 4-
FS0 22'
o
EXISTING GROUND
tis N!L-Y---CUr'RB ... - ------ - ------------
...... .....
. .........
-------------
0
C'4
0
(D
........ ... .
1
FINISHED SURFACE, o
co
0
0
oo
co
0
co
0
7 @ CENfERL I NE 0
a)
0
+
-0-1 .... . . I -------
CD
0
---- ---- - -- ---------
0
in
FS.
RE
35
36
54.97' 0. C.:
— ---- --------------
Lr)
ro CD Lc)'01
1 t�Dm epi
M 0 cy)
0 rl
0 +0
Its..
Co
,POSED TC
CF.
Ld
0
_j
ISTINGlFS
cn
0
'lv J'oZ -'t 7
C2 0 :-co
zc—)LJ4--o
ul.<n-�-
ON TAI
RN
39
ING! FS
TERLIN
0 . 62%
m
GJ
U-
0
IST. IEOPI 0
41
a
N.
r—'K
L rm-T;-qL-mr�
ON
320' TAPER
0
PORTION OF' I OT BO �
C)
14
> < 6 Ld 2
7 >- 6 Z) J\/j E3
La Bc: < �V-) 7
w ir a_ otf w co ui z x z
-i LL -i Ld -i
11
0 -1 0 ui 9 u a: 0 0 Ld LLI 0 L'j
:TI
IL D 0 CL < Lli 0 Z-
0
F- < CL a- 0 -1
(if < r- V) Q 0 Ld F- < 0
- Z -Of V) Bg- a_ C) CL
LLI > Of af a- 0
LLI SANTA ANA AVE. LLI C) fr-
I - w m Ld co I z EXIST. ROW
(D z :3- CD m x w it: oo�
0 w Ld Of Lj
< 3:
0 0 -4 0 U -j -'o —i Qf V)
CD EL IL -i (D 0
0 -1 -1 (D C14 0
ME 0 < a_ N Z U) 0
CL 0 C 0 04
Li of (L -i
�j
:j
L
l'T
to z 0
X
X
1-- 1-� F: AU 15 0 LL,>
U) En w bi r
18 '-�; L+- 03
19 17 16 U) co L) (n V) 4 44' + V) 11 Lo
Of — — 14 Al + r--- zLu 00 Li En. 0 \+--:
x x /x i-- x X 0 x + in 0 U)
Ld uj x x r- po m x x Q5
Li p 44' w v) PO w of Z Z
x x
w
MATCHLI!N I —SEE SHEET 8
77
"BCR -
=749 77R-/ 4 +77
—T :L 2 ECR
0 60'. 70. 233 1
0
FL FL
413.10'
0 4
c; LOT
+
ol &10
lot
C)
7, --tK
W 7 --
Lu 0.99 -'�20' W) --
r
-777, 8 61-12 r::z2
T- -7-
LN
n 6
Lu S[77 6 5�
-J �77 7,N- (�E 6�. . ... ... .....
K"
E
*,�i" AF-
-4
=;;�EXIST Q7 5' LAP COUNTY OF SAN BERNARDINO
N00 30
Lu
UJ
I E.O.P.9 .....
co Lu U,
af) 4�
7T 7
2"G
z SD
PROP. 37+
-�—op-
37+22 41',tC
7 Z t5u 1 1 END TAPER
62.78'
3-.00! 00'
--j -;-(R/W
150.00' 330.14'
-77—
--(R/W e
42.08 110.00 110.00 R/W) '�_EX I ST STREET SIGN -,EXIST. RAIN 195. 00
49+83.55 EC > ',(1056.12 INV)\-)
0 x
49+76.35 BC
m V) m
0 CL
0 m
P.K 12/65 P. M. 12/83 z 0
I x -i 1 0 Rm V) 'E
.PCL, I PCL,2 0
< (D HLINE - < E SHEET 8
M ro
co <
-i MATC ro LL- �2
1�
V) F- F-
V) V) 0 cn
Z En V) J411 `O
X FCL. I
Li x X - X n
LLJ Ld ac LLI L—xLll3w7<[S,,&,N.TA ANA AVE. PORTION OF LOT 602 _CONSTRUCTION 0
u"' UCTION NOTES
w
af
18 @ 0 0
v~i O1 CONSTRUCT 6.5" MIN. A.C. OVER 12" OF 95% COMPACTED NATIVE SOIL. 04
36+82.08 TAMARIND AVE.E. (SEE GENERAL NOTES 31 AND 32) m
= 49+34.51 SANTA ANA AVE.7)
CONST. q INTERSECTION CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. DETAIL 1003 Of
30 CONSTRUCT CONCRETE SIDEWALK (W=6') PER CITY OF FONTANA STD. 1015
L
p
O 't
LEGEND CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA STD. NO. 1006 0
0
RELOCATE BY OTHERS
TAMARIND AVENUEO r-
00
PROPOSED A.C. PAVEMENT PROTECT IN PLACE
C14
1
REMOVE EXISTING w
cf)
fIT ///--117 EXISTING EDGE OF PAVEMENT SCALE: 1 "=40' CURB DATA
0 DELTA/BRG RADIUS I LENGTH I TANGENT I REMARK
1 A= 90'00'42" 35.00' 1 54.98' 1 35.01' 1 CURB RETURN
EXISTING AC/PCC PAVEMENT TO BE REMOVED 40' 20' 0' 40' 80' 2 8959'15" 1 35.00' 1 54.97' 1 3499' 1 CURB RETURN
I I i
EOP DATA
DELTA BRG
RADIUS LENGTH TANGENT REMARK
1 N07'42'10"W
—
52.97'
"r'
2 NOOW
*31'OO
62
N01*52'40"E
320
CD
------- - -----
---
-----
0
'q -PROP
EOP @
0
o
't
r-
0-
-
t"L OF
0
0)
1 EOP
i o
0)
n
+
to
0
+
o
RE
35
36
54.97' 0. C.:
— ---- --------------
Lr)
ro CD Lc)'01
1 t�Dm epi
M 0 cy)
0 rl
0 +0
Its..
Co
,POSED TC
CF.
Ld
0
_j
ISTINGlFS
cn
0
'lv J'oZ -'t 7
C2 0 :-co
zc—)LJ4--o
ul.<n-�-
ON TAI
RN
39
ING! FS
TERLIN
0 . 62%
m
GJ
U-
0
IST. IEOPI 0
41
a
N.
r—'K
L rm-T;-qL-mr�
ON
320' TAPER
0
PORTION OF' I OT BO �
C)
14
> < 6 Ld 2
7 >- 6 Z) J\/j E3
La Bc: < �V-) 7
w ir a_ otf w co ui z x z
-i LL -i Ld -i
11
0 -1 0 ui 9 u a: 0 0 Ld LLI 0 L'j
:TI
IL D 0 CL < Lli 0 Z-
0
F- < CL a- 0 -1
(if < r- V) Q 0 Ld F- < 0
- Z -Of V) Bg- a_ C) CL
LLI > Of af a- 0
LLI SANTA ANA AVE. LLI C) fr-
I - w m Ld co I z EXIST. ROW
(D z :3- CD m x w it: oo�
0 w Ld Of Lj
< 3:
0 0 -4 0 U -j -'o —i Qf V)
CD EL IL -i (D 0
0 -1 -1 (D C14 0
ME 0 < a_ N Z U) 0
CL 0 C 0 04
Li of (L -i
�j
:j
L
l'T
to z 0
X
X
1-- 1-� F: AU 15 0 LL,>
U) En w bi r
18 '-�; L+- 03
19 17 16 U) co L) (n V) 4 44' + V) 11 Lo
Of — — 14 Al + r--- zLu 00 Li En. 0 \+--:
x x /x i-- x X 0 x + in 0 U)
Ld uj x x r- po m x x Q5
Li p 44' w v) PO w of Z Z
x x
w
MATCHLI!N I —SEE SHEET 8
77
"BCR -
=749 77R-/ 4 +77
—T :L 2 ECR
0 60'. 70. 233 1
0
FL FL
413.10'
0 4
c; LOT
+
ol &10
lot
C)
7, --tK
W 7 --
Lu 0.99 -'�20' W) --
r
-777, 8 61-12 r::z2
T- -7-
LN
n 6
Lu S[77 6 5�
-J �77 7,N- (�E 6�. . ... ... .....
K"
E
*,�i" AF-
-4
=;;�EXIST Q7 5' LAP COUNTY OF SAN BERNARDINO
N00 30
Lu
UJ
I E.O.P.9 .....
co Lu U,
af) 4�
7T 7
2"G
z SD
PROP. 37+
-�—op-
37+22 41',tC
7 Z t5u 1 1 END TAPER
62.78'
3-.00! 00'
--j -;-(R/W
150.00' 330.14'
-77—
--(R/W e
42.08 110.00 110.00 R/W) '�_EX I ST STREET SIGN -,EXIST. RAIN 195. 00
49+83.55 EC > ',(1056.12 INV)\-)
0 x
49+76.35 BC
m V) m
0 CL
0 m
P.K 12/65 P. M. 12/83 z 0
I x -i 1 0 Rm V) 'E
.PCL, I PCL,2 0
< (D HLINE - < E SHEET 8
M ro
co <
-i MATC ro LL- �2
1�
V) F- F-
V) V) 0 cn
Z En V) J411 `O
X FCL. I
Li x X - X n
LLJ Ld ac LLI L—xLll3w7<[S,,&,N.TA ANA AVE. PORTION OF LOT 602 _CONSTRUCTION 0
u"' UCTION NOTES
w
af
18 @ 0 0
v~i O1 CONSTRUCT 6.5" MIN. A.C. OVER 12" OF 95% COMPACTED NATIVE SOIL. 04
36+82.08 TAMARIND AVE.E. (SEE GENERAL NOTES 31 AND 32) m
= 49+34.51 SANTA ANA AVE.7)
CONST. q INTERSECTION CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. DETAIL 1003 Of
30 CONSTRUCT CONCRETE SIDEWALK (W=6') PER CITY OF FONTANA STD. 1015
L
p
O 't
LEGEND CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA STD. NO. 1006 0
0
RELOCATE BY OTHERS
TAMARIND AVENUEO r-
00
PROPOSED A.C. PAVEMENT PROTECT IN PLACE
C14
1
REMOVE EXISTING w
cf)
fIT ///--117 EXISTING EDGE OF PAVEMENT SCALE: 1 "=40' CURB DATA
0 DELTA/BRG RADIUS I LENGTH I TANGENT I REMARK
1 A= 90'00'42" 35.00' 1 54.98' 1 35.01' 1 CURB RETURN
EXISTING AC/PCC PAVEMENT TO BE REMOVED 40' 20' 0' 40' 80' 2 8959'15" 1 35.00' 1 54.97' 1 3499' 1 CURB RETURN
I I i
U9 CONSTRUCT LAP JOINT PER DETAIL ON SHEET NO. 2
C.
SAWCUT & REMOVE EXIST. AC/PCC PAVEMENT
co ONLY: U)
@
I Z�
co ADJUST M.H. COVER TO GRADE PER CITY OF FONTANA STD. 109 L.
LL-
ui
No.63494 0
Exp. Sept. 30, 2006 ADJUST WATER VALVE TO GRADE PER CITY OF FONTANA STD. 130
GRAPHIC SCALE: 1 40pMATTHN C. HICKS RCE NO. 6344 EXP. 9-30-06 0
PAVEMENT LAP JOINT CIVIL RBF CONSULTING ADJUST MAILBOX TO BACK OF PROPOSED EDGE OF PAVEMENT 10 1
SEE DETAIL ON SHEET 2 OF C
COUNTY OF SAN BERNARDINO REV. REVISION DESCRIPTION DATE ENGR. DATE PLANNING E DESIGN 0 CONSTRUCTION
BENCH MARK: BASIS OF BEARINGS:- A C A
DEPARTMENT OF PUBLIC WORKS D SHOULD CONSTRUCTION OF THE REQUIRED CITY OF F0NTjwLNAv IALIFORNIA U)
REV, SANTA ANA AVE, STREET DESIGN THE BEARINGS HEREON ARE 10//,
APPROVED BY EL = 1077.40 IMPROVEMENTS NOT COMMENCE WITHIN TWO STREET IMPROVEMENT PLANS FOR 3:
BASED ON THE CENTERLINE . J c)
OF JURUPA AVENUE SHOWN YEARS OF THE DATE OF APPROVAL SHOWN
SUBMITTED BY EAST 27555 YNEZ ROAD, SUrrE 400 TRACT 16074 -OFFSITE -PHASE 2
C.D.E. CHISELED BOX IN AS NORTH 89*03'21' HEREON AND CARRIED FORTH IN A TEMECULA, CALIFORNIA, 92591-4679 DRAWN BY: SCALE: 002
PER PARCEL MAP NO TAMARIND AVENUE
RECOM DED APPROVED BY DIAL TWO WORKING EASTERLY TOP CURB, 12195, P.M.B.158/28 -40-1 DILIGENT MANNER, THE CITY ENGINEER L�j No.43090 CONSULTING 909.676.8042 w FAX 909.676.7240 - www.RBF.com RJB RLS AS SHOWN 8
k ASS'T. DIRECTOR OF TRANS. DATE BEFORE DAYS BEFORE TAMARIND AVE.; 60' cr' Exp 3/31/04 FROM 482' SOUTH/10 SANTA ANA AVE. JOB NUMBER - 7)
YOU DIG SOUTH OF TAMARIND CT., FOR THE PURPOSE OF THIS MAY REQUIRE REVISIONS TO THE PLANS TO PREPARED UNDER THE,9�PERVISION OF: DESIGNED BY: -
YOU DIG 500' SOUTH OF SLOVER MAP, SAID BEARING HAD 424;,-�ORTV'o� SA)frA ANAAVE . 15-1 0187
BEEN ROTATED CLOCKWISE BRING THEM INTO CONFORMANCE WITH MCH
TOLL FREE 1-800-227-2600 APPXOVED Y.
Ar w 0*00',39" TO NORTH CONDITIONS AND STANDARDS IN EFFECT. F CAS' 4 1.,/ DATE: p DRAWING NO.
t3334AND LNEVELOPIMEN A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 144ce-n- -L//a/63, CHECKED BY: A-2 14/
T ENGINEER DATE DIRECTOR OF TRANSPORTATION DATE 89*04'00" EAST. MICHAEL A. T�Llvl RCE NO. 43090 EXP. 3-31-041 MAT
ITY ENGINEER 8
EOP DATA
DELTA BRG
RADIUS LENGTH TANGENT REMARK
1 N07'42'10"W
—
52.97'
"r'
2 NOOW
*31'OO
62
N01*52'40"E
320
U9 CONSTRUCT LAP JOINT PER DETAIL ON SHEET NO. 2
C.
SAWCUT & REMOVE EXIST. AC/PCC PAVEMENT
co ONLY: U)
@
I Z�
co ADJUST M.H. COVER TO GRADE PER CITY OF FONTANA STD. 109 L.
LL-
ui
No.63494 0
Exp. Sept. 30, 2006 ADJUST WATER VALVE TO GRADE PER CITY OF FONTANA STD. 130
GRAPHIC SCALE: 1 40pMATTHN C. HICKS RCE NO. 6344 EXP. 9-30-06 0
PAVEMENT LAP JOINT CIVIL RBF CONSULTING ADJUST MAILBOX TO BACK OF PROPOSED EDGE OF PAVEMENT 10 1
SEE DETAIL ON SHEET 2 OF C
COUNTY OF SAN BERNARDINO REV. REVISION DESCRIPTION DATE ENGR. DATE PLANNING E DESIGN 0 CONSTRUCTION
BENCH MARK: BASIS OF BEARINGS:- A C A
DEPARTMENT OF PUBLIC WORKS D SHOULD CONSTRUCTION OF THE REQUIRED CITY OF F0NTjwLNAv IALIFORNIA U)
REV, SANTA ANA AVE, STREET DESIGN THE BEARINGS HEREON ARE 10//,
APPROVED BY EL = 1077.40 IMPROVEMENTS NOT COMMENCE WITHIN TWO STREET IMPROVEMENT PLANS FOR 3:
BASED ON THE CENTERLINE . J c)
OF JURUPA AVENUE SHOWN YEARS OF THE DATE OF APPROVAL SHOWN
SUBMITTED BY EAST 27555 YNEZ ROAD, SUrrE 400 TRACT 16074 -OFFSITE -PHASE 2
C.D.E. CHISELED BOX IN AS NORTH 89*03'21' HEREON AND CARRIED FORTH IN A TEMECULA, CALIFORNIA, 92591-4679 DRAWN BY: SCALE: 002
PER PARCEL MAP NO TAMARIND AVENUE
RECOM DED APPROVED BY DIAL TWO WORKING EASTERLY TOP CURB, 12195, P.M.B.158/28 -40-1 DILIGENT MANNER, THE CITY ENGINEER L�j No.43090 CONSULTING 909.676.8042 w FAX 909.676.7240 - www.RBF.com RJB RLS AS SHOWN 8
k ASS'T. DIRECTOR OF TRANS. DATE BEFORE DAYS BEFORE TAMARIND AVE.; 60' cr' Exp 3/31/04 FROM 482' SOUTH/10 SANTA ANA AVE. JOB NUMBER - 7)
YOU DIG SOUTH OF TAMARIND CT., FOR THE PURPOSE OF THIS MAY REQUIRE REVISIONS TO THE PLANS TO PREPARED UNDER THE,9�PERVISION OF: DESIGNED BY: -
YOU DIG 500' SOUTH OF SLOVER MAP, SAID BEARING HAD 424;,-�ORTV'o� SA)frA ANAAVE . 15-1 0187
BEEN ROTATED CLOCKWISE BRING THEM INTO CONFORMANCE WITH MCH
TOLL FREE 1-800-227-2600 APPXOVED Y.
Ar w 0*00',39" TO NORTH CONDITIONS AND STANDARDS IN EFFECT. F CAS' 4 1.,/ DATE: p DRAWING NO.
t3334AND LNEVELOPIMEN A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 144ce-n- -L//a/63, CHECKED BY: A-2 14/
T ENGINEER DATE DIRECTOR OF TRANSPORTATION DATE 89*04'00" EAST. MICHAEL A. T�Llvl RCE NO. 43090 EXP. 3-31-041 MAT
ITY ENGINEER 8