HomeMy WebLinkAbout3252-40
M
Mo
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25' 25'
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5 2 53
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' 18' 18'
7'
R
0
L
16'
A
Y206'
90'00'00"
39.27'
25.00'
E
62.00'
53'07'49"
57.49'
31.00'
B
300.00'
0724'08"
38.76'
19.41'
F
318.00'
0724'08"
41.08'
20.57'
C
282.00'
C!
62
PROPOSED 8"
SEWEF
G
1 -1: I
20'22'46" 1
82.97'
+
PER CITY DWG.
38.00'
1 233'07'48"
154.62'
H
o M
N0. 3253
47.12'
30.00'
14+36.95 ECR
7
1380.49 TC
N
19 20
A
4777777 7,
1380.82 FL
70
305.50'°�'
1381.42 FL00
I
_-
i 00
A
00
15+22.97 BCR
10
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7 1383.35 TC
8" WATER BY 0
ERS -
5'
,. W�,
27 2
o
' 20' 2D'
7'
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49
6' 61
00
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MI
1
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61 C
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PROPOSED N 1n
RW 11 +48.70 BCR
13
CERRITOS COURT
SEE SHT 3
50'
25' � 25'
T. 18' 18' .7'
6'1 i 6'
cn
1387.60 TC
0000.
Is 17 1 4._ 81,s s
I
1 4 i
o PROPOSED
RW z
�ew�r ;BEGAL PARK LANE "�"
RIGHT
/- 1., 1976.53 TC � CONSTRUCTION NOTES
/ W $— 8'
' 0 12- -_
+s — 8"�-
9 1 14
00
• '
1375.8 \1
FL
1376.08 TC
1375.58 FL
I II
DETAIL "A"
SCALE 1"=40'
REV.
Q D
v
o _
N �A
o TOLL FREE q�w1-800-227-26001
., A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
0
55
io
/WADOL e A0 AssoclMtT , Ii IC
/4ST AWM cTh- DR SU/1F.2V0, o,uTAfL1t7, cA. ql �C t
THESE RECORD DRAWINOS HAVt RFaN PPI), IN
PART, ON THE BASIS OF INFORMATION COMPIL90 AND
FURNISHED BY OTHERL THE EWGJNREA WILL NOT 99
RESPONSIBLE FOR ANY ERRON OR 0MIUION9 WN"
HAVE BEEN INCORPORATED WTO THE DOCllli NTS Aft
A RESULT THEREOF.
1 CONSTRUCT 4" AC PAVEMENT �MIN) OVER 12" OF 957. COMPACTED NATIVE SOIL
(SEE GENERAL NOTE 31 & 32
4 CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD. DWG. NO. 1003
7 CONSTRUCT CURB ACCESS RAMP PER CITY STD. DWG. NO. 1006
9 CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. DWG. NO. 104, W-8'
10 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015, WIDTH AS SHOWN ON PLAN
11 CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. NO. 102, W=16' UNLESS NOTED OTHERWISE
12 SAWCUT EXISTING AC PAVEMENT TO A CLEAN STRAIGHT LINE (1' MIN.)
14 ADJUST MANHOLE FRAME AND COVER TO GRADE PER CITY STD. DWG. NO. 109
17 INSTALL 5800 LUMEN HPSV (70 WATT; #7) LUMINAIRE
PER CITY DWG. NO. 3252 (BUILT BY THIS TRACT)
19 INSTALL STOP SIGN PER CITY STD. DWG. NO. 139
20 INSTALL STREET SIGN PER CITY STD. DWG. NO. 139
REVISION I DATE I ENGR. I CITY I DATE
SHOULD CONSTRUCTION OF 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
P- r,MP DI AWNGS
u 12 is
w
LUCERO DRIVE
SEE SHT 5
LIMITED USE AREA
BASIS OF BEARINGS:
BEARINGS ARE BASED ON THE CENTERLINE OF HEMLOCK AVENUE, BEING THE EAST LINE OF THE
WEST 1/2 OF THE SOUTHEAST 1/4, SECTION 35, TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN
BERNARDINO BASE AND MERIDIAN, BEING NORTH 00'11'07" EAST AS SHOWN ON TRACT MAP NO.
16009, MAP BOOK 285, PAGES 71 TO 74, OFFICIAL RECORDS OF THE COUNTY OF SAN
BERNARDINO.
BENCHMARK
PREPARED FOR:
CALTRANS BENCHMARK NO. 8-17
HOME BRASS CAP IN CONCRETE S.C.E. TOWER LEG.
801 CORPORATE CENTER DRIVE 343' N/0 HIGHLAND AVENUE, 0.2 MI. W/0
SUITE 201 SAN SEVAINE ROAD, IN SOUTH CONCRETE BASE
OF S.C.E. TOWER 19.5; 2.65 MI. W. ALONG
POMONA, CA 91768-5641 HIGHLAND AVENUE FROM SIERRA AVENUE
(909) 802-1154
FAX (909) 802-1111
ELEVATION: 1428.6090
wpm
REGAL PARK
JANE
SEE LEFT Z
0
r'n' n
m "
^
50
51 LO
U-)
5 2 53
r.�
o
R
0
CN I- -�^
T
O
�ew�r ;BEGAL PARK LANE "�"
RIGHT
/- 1., 1976.53 TC � CONSTRUCTION NOTES
/ W $— 8'
' 0 12- -_
+s — 8"�-
9 1 14
00
• '
1375.8 \1
FL
1376.08 TC
1375.58 FL
I II
DETAIL "A"
SCALE 1"=40'
REV.
Q D
v
o _
N �A
o TOLL FREE q�w1-800-227-26001
., A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
0
55
io
/WADOL e A0 AssoclMtT , Ii IC
/4ST AWM cTh- DR SU/1F.2V0, o,uTAfL1t7, cA. ql �C t
THESE RECORD DRAWINOS HAVt RFaN PPI), IN
PART, ON THE BASIS OF INFORMATION COMPIL90 AND
FURNISHED BY OTHERL THE EWGJNREA WILL NOT 99
RESPONSIBLE FOR ANY ERRON OR 0MIUION9 WN"
HAVE BEEN INCORPORATED WTO THE DOCllli NTS Aft
A RESULT THEREOF.
1 CONSTRUCT 4" AC PAVEMENT �MIN) OVER 12" OF 957. COMPACTED NATIVE SOIL
(SEE GENERAL NOTE 31 & 32
4 CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD. DWG. NO. 1003
7 CONSTRUCT CURB ACCESS RAMP PER CITY STD. DWG. NO. 1006
9 CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. DWG. NO. 104, W-8'
10 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015, WIDTH AS SHOWN ON PLAN
11 CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. NO. 102, W=16' UNLESS NOTED OTHERWISE
12 SAWCUT EXISTING AC PAVEMENT TO A CLEAN STRAIGHT LINE (1' MIN.)
14 ADJUST MANHOLE FRAME AND COVER TO GRADE PER CITY STD. DWG. NO. 109
17 INSTALL 5800 LUMEN HPSV (70 WATT; #7) LUMINAIRE
PER CITY DWG. NO. 3252 (BUILT BY THIS TRACT)
19 INSTALL STOP SIGN PER CITY STD. DWG. NO. 139
20 INSTALL STREET SIGN PER CITY STD. DWG. NO. 139
REVISION I DATE I ENGR. I CITY I DATE
SHOULD CONSTRUCTION OF 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
P- r,MP DI AWNGS
u 12 is
w
LUCERO DRIVE
SEE SHT 5
LIMITED USE AREA
BASIS OF BEARINGS:
BEARINGS ARE BASED ON THE CENTERLINE OF HEMLOCK AVENUE, BEING THE EAST LINE OF THE
WEST 1/2 OF THE SOUTHEAST 1/4, SECTION 35, TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN
BERNARDINO BASE AND MERIDIAN, BEING NORTH 00'11'07" EAST AS SHOWN ON TRACT MAP NO.
16009, MAP BOOK 285, PAGES 71 TO 74, OFFICIAL RECORDS OF THE COUNTY OF SAN
BERNARDINO.
BENCHMARK
PREPARED FOR:
CALTRANS BENCHMARK NO. 8-17
HOME BRASS CAP IN CONCRETE S.C.E. TOWER LEG.
801 CORPORATE CENTER DRIVE 343' N/0 HIGHLAND AVENUE, 0.2 MI. W/0
SUITE 201 SAN SEVAINE ROAD, IN SOUTH CONCRETE BASE
OF S.C.E. TOWER 19.5; 2.65 MI. W. ALONG
POMONA, CA 91768-5641 HIGHLAND AVENUE FROM SIERRA AVENUE
(909) 802-1154
FAX (909) 802-1111
ELEVATION: 1428.6090
wpm
REGAL PARK
JANE
SEE LEFT Z
0
r'n' n
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
j (909) 356-1815 Fax (909) 356-1795
L:-, , "" -�;5
O
David S. Hammer, H.. . C43976 bate
(expires 6/30/2005)
4
17
HEMLOCK
AVENUE
SEE SHT 7
Rd'
HEMLOCK
AVENUE
SEE SHT 7
GRAPIfIC SCALE
PROM
HORIZ: 1' = 4W
VERT: 1' = 4'
s NgMy� c
2
DRAWN BY.
No. 43976 AE
Lj
CY Exp, 6/30/05 * DESIGNED BY.-
AE
Y:AE
CHECKED BY:/
EXIST. 72"
5TZ"WH VkA I N
_Rn
EXIST.
17" WATER
N
( IN FEET )
1 inch = 40 ft.
CITY OF FONTANA, CALIFORNIA
BELLGROVE II COMMUNITY PLAN
STREET IMPROVEMENT PLANS SCALES "=40'
TRACE' 16269
REGAL , ARK LANE DATE:
� 'cvky WAY AUGUST, 2003
APP OVED DRAWING
CITY ENGINE R R.C.E. 51152 322 11
M./DWG/19201/STREETS/16269-SHT4.DWG
CURVE
DATA
o
R
0
L
T
O
R
0
L
T
A
25.00'
90'00'00"
39.27'
25.00'
E
62.00'
53'07'49"
57.49'
31.00'
B
300.00'
0724'08"
38.76'
19.41'
F
318.00'
0724'08"
41.08'
20.57'
C
282.00'
0724'08"
36.45'
1 18.24' 11
G
233.26'
20'22'46" 1
82.97'
41.93'
D
38.00'
1 233'07'48"
154.62'
H
30.00'
90'00'00" 1
47.12'
30.00'
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
j (909) 356-1815 Fax (909) 356-1795
L:-, , "" -�;5
O
David S. Hammer, H.. . C43976 bate
(expires 6/30/2005)
4
17
HEMLOCK
AVENUE
SEE SHT 7
Rd'
HEMLOCK
AVENUE
SEE SHT 7
GRAPIfIC SCALE
PROM
HORIZ: 1' = 4W
VERT: 1' = 4'
s NgMy� c
2
DRAWN BY.
No. 43976 AE
Lj
CY Exp, 6/30/05 * DESIGNED BY.-
AE
Y:AE
CHECKED BY:/
EXIST. 72"
5TZ"WH VkA I N
_Rn
EXIST.
17" WATER
N
( IN FEET )
1 inch = 40 ft.
CITY OF FONTANA, CALIFORNIA
BELLGROVE II COMMUNITY PLAN
STREET IMPROVEMENT PLANS SCALES "=40'
TRACE' 16269
REGAL , ARK LANE DATE:
� 'cvky WAY AUGUST, 2003
APP OVED DRAWING
CITY ENGINE R R.C.E. 51152 322 11
M./DWG/19201/STREETS/16269-SHT4.DWG