HomeMy WebLinkAbout3252-312+37.43 EC
io
ROYAL CREST WAY
SEE SHT 2
N
DIAL TWO WORKING
Q BEFORE DAYS BEFORE
YOU DIG YOU DIG
o TOLL FREE 1-800-227-2600
0 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
CL
C� MD D ILPc1,0 N
12 13
VL/RiiiR i VV R Ad"VL/
DATE I ENGR.I CITY I DATE
PROM
14 HORtz i - 40'
VERT: 1%- 4'
V//
NOTE.
DRIVEWAY LOCATIONS SHOWN HEREON ARE
APPROXIMATE. FINAL DRIVEWAY LOCATIONS
AND DIMENSIONS SHOULD BE TAKEN FROM
THE APPROVED PRECISE GRADING PLAN
FOR THIS TRACT.
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.
SHOULD CONSTRUCTION OF REQUIRED BENCHMARK
IMPROVEMENTS NOT COMMENCE WITHI11i PREPARED FOR:
CALTRANS BENCHMARK NO. 8-17
TWO YEARS OF TIS DATE OF APPROVAL IM HOME BRASS CAP IN CONCRETE S.C.E. TOWER LEG.
SHOWN HEREON AND CARRIED FORTH IN A 801 CORPORATE CENTER DRIVE 343' N/O HIGHLAND AVENUE, 0.2 MI. W/0
DILIGENT I[ANNEK THE CITY ENGINEER MAY SUITE 201 SAN SEVAINE ROAD, IN SOUTH CONCRETE BASE REQUIRE REVISIONS TO THE PLANS TO POMONA, CA 91768-5641 OF S.C.E. TOWER 19.5; 2.65 MI. W. ALONG
HIGHLAND AVENUE FROM SIERRA AVENUE
BRING THEM 1111'!'0 CONFORMANCE WITH (909)
(909) 802-1111
CONDITIONS AND STANDARDS IN EFFECT
ELEVATION: 1428.6090
57
10 11
r
12 Gwfuc scAu 13
( IN FEET )
1 inch = 40 , ft.
FRUr-VJLu 0 xrrGR + I7 18 18 7
PER CITY DWG. 00 25' 25'
NO. 3253
50'
CERRITOS COURT REm PARK LANE
SEE SHT 4
CONSTRUCTION NOTES
O1 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
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
i4 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)
20 INSTALL STREET SIGN PER CITY STD. DWG. NO. 139
Prepared By:
ESS
ALLARD ENGINEERING QROF S qM Hqj
�'0 � 9C
Civil Engineering - Land Surveying - Land Planning ti �P F� 2y
DRAWN BY:
8253 Sierra Avenue No. 43976 m AE
Fontana, California 92335 a Exp. 6, 105 ;a DESIGNED BY.
8 �
L
1(909) 356-1815 Fax (909) j56-1795, *AE
'i �1p---� P
- I �,p qT C j VIL �� CHECKED
David S. Hammer, A.C.E. 43976 bate FOF CALIF DSH
(expires 6/30/2005) l )
36637
QF CALM,
YZPIP 7'
1385.91 TC
1385.61 TC
9]
MADDC.E A0 AS9 x/ATm, 1Rjc,
144 A14M C -M . D11. 4Ul7> JV0, 00A111D 1 eA . 917C0 I
CITY OF FONTANA, CALIFORNIA
BELLGROVE II COMMUNITY PLAN
STREET IMPROVEMENT PLANS SCALE.I "=40'
TRACT,16269 DATE:
C OS LACE CERRITOS COURT AUGUST, 2003
1y
IPPF�,�OVED BY: DRAWING NO.:
zr
'f /!? 3252
CITY ENGINEER R.C.E. 51152
9201
CAVE DATA
O
R
0
L
T
O
R
0
L
T
A
25.00'
90'00'00"
39.27'
25.00'
F
38.00'
253'4423"
168.29'
B
62.00'
23'3323"
25.49'
12.93'
G
62.00'
36'52' 12"
39.90'
20.67'
C
58.00'
137'0647"
138.80'
147.67'
H
217.40'
21'53'33" 1
83.07' 1
42.05'
D
38.00'
233'07'48"
154.62'
J
43.00'
90'00'00"
67.54'
43.00'
E
62.00'
53'07'48"
57.49'
31.00'
N
DIAL TWO WORKING
Q BEFORE DAYS BEFORE
YOU DIG YOU DIG
o TOLL FREE 1-800-227-2600
0 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
CL
C� MD D ILPc1,0 N
12 13
VL/RiiiR i VV R Ad"VL/
DATE I ENGR.I CITY I DATE
PROM
14 HORtz i - 40'
VERT: 1%- 4'
V//
NOTE.
DRIVEWAY LOCATIONS SHOWN HEREON ARE
APPROXIMATE. FINAL DRIVEWAY LOCATIONS
AND DIMENSIONS SHOULD BE TAKEN FROM
THE APPROVED PRECISE GRADING PLAN
FOR THIS TRACT.
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.
SHOULD CONSTRUCTION OF REQUIRED BENCHMARK
IMPROVEMENTS NOT COMMENCE WITHI11i PREPARED FOR:
CALTRANS BENCHMARK NO. 8-17
TWO YEARS OF TIS DATE OF APPROVAL IM HOME BRASS CAP IN CONCRETE S.C.E. TOWER LEG.
SHOWN HEREON AND CARRIED FORTH IN A 801 CORPORATE CENTER DRIVE 343' N/O HIGHLAND AVENUE, 0.2 MI. W/0
DILIGENT I[ANNEK THE CITY ENGINEER MAY SUITE 201 SAN SEVAINE ROAD, IN SOUTH CONCRETE BASE REQUIRE REVISIONS TO THE PLANS TO POMONA, CA 91768-5641 OF S.C.E. TOWER 19.5; 2.65 MI. W. ALONG
HIGHLAND AVENUE FROM SIERRA AVENUE
BRING THEM 1111'!'0 CONFORMANCE WITH (909)
(909) 802-1111
CONDITIONS AND STANDARDS IN EFFECT
ELEVATION: 1428.6090
57
10 11
r
12 Gwfuc scAu 13
( IN FEET )
1 inch = 40 , ft.
FRUr-VJLu 0 xrrGR + I7 18 18 7
PER CITY DWG. 00 25' 25'
NO. 3253
50'
CERRITOS COURT REm PARK LANE
SEE SHT 4
CONSTRUCTION NOTES
O1 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
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
i4 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)
20 INSTALL STREET SIGN PER CITY STD. DWG. NO. 139
Prepared By:
ESS
ALLARD ENGINEERING QROF S qM Hqj
�'0 � 9C
Civil Engineering - Land Surveying - Land Planning ti �P F� 2y
DRAWN BY:
8253 Sierra Avenue No. 43976 m AE
Fontana, California 92335 a Exp. 6, 105 ;a DESIGNED BY.
8 �
L
1(909) 356-1815 Fax (909) j56-1795, *AE
'i �1p---� P
- I �,p qT C j VIL �� CHECKED
David S. Hammer, A.C.E. 43976 bate FOF CALIF DSH
(expires 6/30/2005) l )
36637
QF CALM,
YZPIP 7'
1385.91 TC
1385.61 TC
9]
MADDC.E A0 AS9 x/ATm, 1Rjc,
144 A14M C -M . D11. 4Ul7> JV0, 00A111D 1 eA . 917C0 I
CITY OF FONTANA, CALIFORNIA
BELLGROVE II COMMUNITY PLAN
STREET IMPROVEMENT PLANS SCALE.I "=40'
TRACT,16269 DATE:
C OS LACE CERRITOS COURT AUGUST, 2003
1y
IPPF�,�OVED BY: DRAWING NO.:
zr
'f /!? 3252
CITY ENGINEER R.C.E. 51152
9201