HomeMy WebLinkAbout3252-514
NOTE:
REMOVE TEMPORARY A.C.
TURNAROUND WITHIN R/W
AS NECESSARY.
CONSTRUCT SIDEWALK, CURB
& GUTTER AS NECESSARY
FOR A SMOOTH TRANSITION.
TOLL FREE 'mmm" 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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CUMM DATA
50'
O
R
0
L
T
A
25.00'
90'01'38"
39.28'
25.01'
B
25.00'
89.5822"
39.26'
24.99'
C
1 25.00'
90' 12'46" 1
39.36'
25.09'
D
1 25.00'
89'47'14" 1
39.18'
24,91'
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A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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PROPOSED 8" SEWER v
43 + � PER CITY DWG. N
26 "^ � I II
^'-- z v N0. 3253 �,,.� o
40 _+^ �I
/ii/'I W
'p-0- 11 +51.78 BCR
o PROP. R/W 1376.56 TC '
21 j 10 7 I i
7� _A&
4 15
10 I 15_S cv — 0� 1 4 S
4 N00' 12'46TE 10 1 4 NOO' i 2'46" 153.00'
w,00
w I I
10 00
j L) Q) / 12+37.78 ECR PC PROP. R W �n a 1376.83 TC
� 41 �
x�
26 a- � LU " � II
a Z5fl
PROPOSED 8 WATER
G STREET PER CITY DWG. Ki
rn
EMENTS PER Lo=:, m NO 253 +
WG. NO. 2989 + I
Loi 19
20 CORY WAY
LUC'E"RO DRIVE SEE SHT 4
CONSTRUCTION NOTES
O CONSTRUCT 4" AC PAVEMENT �MIN) OVER 12" OF 95% 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
10 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015, WIDTH AS SHOWN ON PLAN
19 INSTALL STOP SIGN PER CITY STD. DWG. NO. 139
20 INSTALL STREET SIGN PER CITY STD. DWG. NO. 139
21 REMOVE EXISTING TRAFFIC BARRICADE
26 REMOVE TEMPORARY A.C.
REV. I REVS= DESaMIOH I DATE I ENGR. I CITY I DATE
ILDC*D Df4w l0 GS
PROP. 8" WATER
BY OTHERS
67
- PROP. R/W
66
16+66.64 LUC
11+94.80 COI
1376.22 FS
SHOULD CONSTRUCTION OF REQUIRED
WROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IIII A
DR.IGENT MANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM IlVTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
, JMITOS PLACE
SEE ant s 4
PROP. 8" WATER
•u
I I / BY OTHERS 00 z
9 �_
I I 1 C, z( ±" o er
/ 8+87.17 BCR F= ' 0 ' �!
1383.06 TC 19 20 o m x o - O�
0 04
PROP. R/W o ``'
7 10+77.96 ECR qeL o ^00 �•i ® Q
1382.09 TC 10 �- 21—
e _
8+44.01 ASHFORD LANE= I( I 4 1 N �O 11 Ca
11+21.12 CERRITOS PLACE �� - — - -
N00'DO'00"E 155.99' 1 4 "' �0 "' �C LLQ
1382.42 FS I I 1 �`L• oo Ln 1 oo W
I I) -- ----- --
Uj
11+63.96 BCR 10
17 1382.74 TC "' a:PROP. R/W I I 2Jq�SA�i O
� � I i Nc0 Fo
IIIII2� 10 ZZ� m�
PROP. R/W - 1 1 �- o o c Lo � "
(I I LO N o m w �' EXISTING STREET rn
n `� I
6' 18' 18 6 + ? ° IMPROVEMENTS PER +00
25, 25, I i IOU r'- '' CITY DWG. NO. 2933
50'
SEE Siff 3 ASHFORD LANE
CERRITOS PLACE
12
GRAPHIC SCALE
VST: rft 4o
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
KB HOME BRASS CAP IN CONCRETE S.C.E. TOWER LEG.
801 CORPORATE CENTER DRIVE 343' N/0 HIGHLAND AVENUE, 0.2 MI. W/O
SAN SEVAINE ROAD, IN SOUTH CONCRETE BASE
SUITE 201 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
Prepared By:
h ALLARD ENGINEERINGS QROFESSI°"
HqM.1 �
Civil Engineering - Land Surveying - Land Planning M z DRAWN BY:
8253 Sierra Avenue L3 m
No. 43976 m AE
Fontana, California 92335 � �
Exp, 6/30/05 DESIGNED BY:
(909) 356-1815 Fax (909) 356-1795 *, * AE
P
5 TAT cI VIL ��� CHECKED B
David S. Hammer, A.C.E. 43976 late FOF CALIF DSH
(expires 6/30/2005) t
( IN FEET )
1 inch = 40 ft.
W DOLS A-cln 4ssou4iEs , i,,IC.
l4S'S" ANTU GTR • D4 SU ��, OYIAF L10, C,4
RECORD DRAW
fibirlA€ RSB �11WMi$ I�Aii� @6�lV(rt�.;
A
N
CITY OF FONTANA, CALIFORNIA
BELLGROVE II COMMUNITY PLAN
STREET IMPROVEMENT PLANS SCALE: "=40'
TRACT 16269
STA. 16416.66 TO STA. 16+ 66.64 DATE:
---ASHFOX6 LANE STA. 0g44COk TO STA. 10#00.00 AUGUST, 2003
APPRO BYE DRAWING NO.:
CITY ENGINEER R.C.E. 511522 u
W/DWG/19201 /STREETS/16269—SHT5.DWC
50'
Q
25'
25'
z
6'
18'
18' o i
6'
PROPOSED 8" SEWER v
43 + � PER CITY DWG. N
26 "^ � I II
^'-- z v N0. 3253 �,,.� o
40 _+^ �I
/ii/'I W
'p-0- 11 +51.78 BCR
o PROP. R/W 1376.56 TC '
21 j 10 7 I i
7� _A&
4 15
10 I 15_S cv — 0� 1 4 S
4 N00' 12'46TE 10 1 4 NOO' i 2'46" 153.00'
w,00
w I I
10 00
j L) Q) / 12+37.78 ECR PC PROP. R W �n a 1376.83 TC
� 41 �
x�
26 a- � LU " � II
a Z5fl
PROPOSED 8 WATER
G STREET PER CITY DWG. Ki
rn
EMENTS PER Lo=:, m NO 253 +
WG. NO. 2989 + I
Loi 19
20 CORY WAY
LUC'E"RO DRIVE SEE SHT 4
CONSTRUCTION NOTES
O CONSTRUCT 4" AC PAVEMENT �MIN) OVER 12" OF 95% 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
10 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015, WIDTH AS SHOWN ON PLAN
19 INSTALL STOP SIGN PER CITY STD. DWG. NO. 139
20 INSTALL STREET SIGN PER CITY STD. DWG. NO. 139
21 REMOVE EXISTING TRAFFIC BARRICADE
26 REMOVE TEMPORARY A.C.
REV. I REVS= DESaMIOH I DATE I ENGR. I CITY I DATE
ILDC*D Df4w l0 GS
PROP. 8" WATER
BY OTHERS
67
- PROP. R/W
66
16+66.64 LUC
11+94.80 COI
1376.22 FS
SHOULD CONSTRUCTION OF REQUIRED
WROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IIII A
DR.IGENT MANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM IlVTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
, JMITOS PLACE
SEE ant s 4
PROP. 8" WATER
•u
I I / BY OTHERS 00 z
9 �_
I I 1 C, z( ±" o er
/ 8+87.17 BCR F= ' 0 ' �!
1383.06 TC 19 20 o m x o - O�
0 04
PROP. R/W o ``'
7 10+77.96 ECR qeL o ^00 �•i ® Q
1382.09 TC 10 �- 21—
e _
8+44.01 ASHFORD LANE= I( I 4 1 N �O 11 Ca
11+21.12 CERRITOS PLACE �� - — - -
N00'DO'00"E 155.99' 1 4 "' �0 "' �C LLQ
1382.42 FS I I 1 �`L• oo Ln 1 oo W
I I) -- ----- --
Uj
11+63.96 BCR 10
17 1382.74 TC "' a:PROP. R/W I I 2Jq�SA�i O
� � I i Nc0 Fo
IIIII2� 10 ZZ� m�
PROP. R/W - 1 1 �- o o c Lo � "
(I I LO N o m w �' EXISTING STREET rn
n `� I
6' 18' 18 6 + ? ° IMPROVEMENTS PER +00
25, 25, I i IOU r'- '' CITY DWG. NO. 2933
50'
SEE Siff 3 ASHFORD LANE
CERRITOS PLACE
12
GRAPHIC SCALE
VST: rft 4o
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
KB HOME BRASS CAP IN CONCRETE S.C.E. TOWER LEG.
801 CORPORATE CENTER DRIVE 343' N/0 HIGHLAND AVENUE, 0.2 MI. W/O
SAN SEVAINE ROAD, IN SOUTH CONCRETE BASE
SUITE 201 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
Prepared By:
h ALLARD ENGINEERINGS QROFESSI°"
HqM.1 �
Civil Engineering - Land Surveying - Land Planning M z DRAWN BY:
8253 Sierra Avenue L3 m
No. 43976 m AE
Fontana, California 92335 � �
Exp, 6/30/05 DESIGNED BY:
(909) 356-1815 Fax (909) 356-1795 *, * AE
P
5 TAT cI VIL ��� CHECKED B
David S. Hammer, A.C.E. 43976 late FOF CALIF DSH
(expires 6/30/2005) t
( IN FEET )
1 inch = 40 ft.
W DOLS A-cln 4ssou4iEs , i,,IC.
l4S'S" ANTU GTR • D4 SU ��, OYIAF L10, C,4
RECORD DRAW
fibirlA€ RSB �11WMi$ I�Aii� @6�lV(rt�.;
A
N
CITY OF FONTANA, CALIFORNIA
BELLGROVE II COMMUNITY PLAN
STREET IMPROVEMENT PLANS SCALE: "=40'
TRACT 16269
STA. 16416.66 TO STA. 16+ 66.64 DATE:
---ASHFOX6 LANE STA. 0g44COk TO STA. 10#00.00 AUGUST, 2003
APPRO BYE DRAWING NO.:
CITY ENGINEER R.C.E. 511522 u
W/DWG/19201 /STREETS/16269—SHT5.DWC