HomeMy WebLinkAbout3252-2ESM
1373 £�
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10 11 S15
-12 4 13 14
20M ROY AYREST n
S
19 10 1 W SEE RIGHT a �W
21*k C6J
SAN SEVAINE ROAD o m �® 25 50' 25 Q 000
SEE SHEET 6
04III U') � 1 v `� 0 w m 7' 18' 18' 7' m �� o 'U' v �
m
n Lo
4' 6 o ^ N z3 6'��-- !I6° 26 27 + ^ N 21L� 29
+ IIrj +C9 Z3 rn n u
00
12 2 2 2 L.M.E. w� + - ^ i.
W 7 32+28.36 ECR " 3 mN I N w� LIMITED USE 10+46.00 BCR 0°N AREA PROPOSED ^ �ti
FUTURE CURB &GUTTER N I 1373.87 TC 1374.42 TC 10+42.00 ECR RW
10 P OPOSED „ ^� / 1374.49 TC
} I z I I - R- - - WATER -BY-BTHE-RS �•�'� .^ 0 i
30
bj I A - ��^ co cn 4
r-1 CC
31+78.36 SAN SEVAINE ROAD= "' v c, LIMITED USE g �- -. � 8"w ) -.-�-_ _ C � " W ---
C'4 e 1
10+00.00 CORY PLACE, 373.81 FL ,
1372.90 FS I N8 _ - N89 271`8 86.02 N89'4714"W OC -W=16
„ �s s s s s - $„s �os
_:" g 375.73 TC
EXIST. 54 STORM DRAIN PER N 4 17 14 4 1 N «� ___,.__
CITY DWG. NO.2928 C 14
SEE SHEET 3 O i�
EXIST. 12 WATER BY OTHERS I I � } ,
„ Uj ¢ PROPOSED w U 17 �'
EXIST. 8" SEWER PER CITY In a. 3 '
31 +28.36 BCR 11 , _ R/W
DWG. N0. 2927 1372.17 TC n n rn a v w u rn ~ /14
SEE SHEET 4 I I 3 3 cm, 3 Q N R�
7
LO
EXIST. EDGE OF PAVEMENT : 1 i I I e 11 11 ± z
PER CITY DWG. NO 2926 g I I I ¢ N �, o: ,-
SEE SHEET 4 c� 34 ,L z 31
W v 33 N 32 N W�0
34 34 00 ~ w oco o N
12' 22 22' 12' C'4 + +
0 Z J •--LU W J Z
SEE SHEET 6 + M 'C
_ "� ^ ^ ^ Z
SAN SEVAEYE ROAD ^ ^ o Z m N � � 10Q P CORY PLACE
� W 2 i+"' F-=
W M F- O)
N�" .+ N ^ .- .- W
0 0
(it 04 04 Zn
a az No ¢F -v 15
Ea �
W 16
08 -' � � � 2
� W O to ± F= M
Q a z ff) cn •-
CONSTRUCTION NOTES
PROF"
HORM 1' = 4W
VERT: 1 = 4'
♦
• plu Ip
• 1 am
PROPOSED STORM DRAIN
PER CITY DWG. NO.3254-
36" RCP
33
11+55.91
ANGLE PT.
10+00.00 ROYAL CREST WAY=
11+98.92 CORY PLACE
1374.25 FS
32
NOTE:
DRIVEWAY LOCATIONS SHOWN HEREON ARE
APPROXIMATE. FINAL DRIVEWAY LOCATIONS
AND DIMENSIONS SHOULD BE TAKEN FROM
THE APPROVED PRECISE GRADING PLAN
FOR THIS TRACT.
�1 CONSTRUCT 4" AC PAVEMENT SMIN) OVER 12" OF 95% COMPACTED NATIVE SOIL 14 ADJUST MANHOLE FRAME AND COVER TO GRADE PER CITY STD. DWG. N0. 109 LIMITED USE AREA
(SEE GENERAL NOTE 31 & 32
15 CONSTRUCT CATCH BASIN PER A.P.W.A. STD. DWG. NO. 300-2, AS SHOWN ON SHT 10
O4 CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD. DWG. NO. 1003 (WIDTH AS SHOWN ON PLAN)
O7 CONSTRUCT CURB ACCESS RAMP PER CITY STD. DWG. NO. 1006 16 CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. DWG. NO. 313-1, AS SHOWN ON SHT 10
n9 CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. DWG. NO. 104, W=8' (CASE AS SHOWN ON PLAN)
10
11
"
CONSTRUCT 4 PCC SIDEWALK PER CITY STD. DWG. NO. 1015, W=6 OR W=8 PER PLAN
CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. NO. 102, W=16' UNLESS NOTED OTHERWISE
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
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
12
SAWCUT EXISTING AC PAVEMENT TO A CLEAN STRAIGHT LINE (1' MIN.)
20 INSTALL STREET SIGN PER CITY STD. DWG. N0. 139
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
L
T
A
30.00'
BERNARDINO.
47.12'
-
REV.
REVj6m DESCRiPTiON
90'00'00"
DATE
I ENGR.
I CITY
I DATE
I I
39.90'
BENCHMARK
TOLL FREE 'q"mmw- 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
e ♦ 1 s �L . ,PIA
SHOULD CONSTRUCTION OF REQUIRED
iMPROVE11tENTS 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
PREPARED FOR:
IAB HOME CALTRANS BENCHMARK NO. 8-17
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
POMONA, CA 91768-5641 OF S.C.E. TOWER 19.5; 2.65 MI. W. ALONG
(909) 802-1154 HIGHLAND AVENUE FROM SIERRA AVENUE
FAX (909) 802-1111
ELEVATION: 1428.6090
12+41.93
ANGLE PT.
MI
CORY PLACE
SEE LEFT
54' 20
4
i
I:®
13 GRAPIRC SCALE
27' 27' 19
7' 20' 20' 7' m
6'�� oN 1 2 3 4 5
to
+itPROPOSED 8" SEWER 11 11
r, o rn PER CITY DWG. c3 � co
m 6 7 11 +55.91 ECR 5 PUE N0. 3253 ^ `O
z PROPOSED
1374.01 TC R/yy + , y>
( IN FEET )
1 inch = 40 ft.
[1
��.►� �,
r MATCHLINE
.��
• CORY PLACE
SEE LEFT
lir
Cm U
26 25cz
;2 q I 1 00
ocn00
O
7
11
PRC
1381.83 TC
4ATCHLINE 9
N ° 5 1382.09 TC
2 �►
18' 18' ���
ROYAL CREST WAY CERMOS PLACE
SEE SHEET 3
Prepared By:
ALLARD ENGINEERING �1;) SSFl,q;;N
Civil Engineering - Land Surveying - Land Planning ti
8253 Sierra Avenue No, 43976
Fontana, California 92335 a Exp. 6/30/05
(909) 356-1815 Fax (909) 356-1795
CIVIL ®R�
David S. Hammer, H.C.E. 43976 Date OF CALIF
(expires 6/30/2005)
V
MADOLB AND AssoGeATEs , INC
/'4SS AGT� . -vu zoo, PNJN 40, cA . q1 ire/
I RECORD DRAWING I
THESE RECORD DRAWMM HAVE BEEN PREPARED, IN
PART, ON THE BASIS OF gIPD WTION OOmF4LE0 AND
FURNISHED BY OTHWA THE EMOINEER WILL NOT BE
RESPONSIBLE POR ANY ERl M OR OhMBBIONS WHICH
HAVE BEEN WM THE OOOUMENTS AS
A RESULT THEREOF.
ffm
p6telo 7
CITY OF FONTANA, CALIFORNIA
BELLGROVE II COMMUNITY PLAN
DRAWN
AEBY: STREET IMPROVEMENT PLANS SCALE; "-40'
DESIGNED BY: TRACT 6269 DATE:
AE COR PLAC ' � VAL CREST WAY AUGUST, 2003
CHECKED B APP ED BY: 11f_ DRAWING NO.: 2
r, DSH CITY ENGINEER R.C.E. 51152 M2 l J
M:/DWG/19201/STREETS/16269-SHT2
CAVE DATA
O
R
0
L
T
A
30.00'
90'00'00"
47.12'
30.00'
B
25.00'
90'00'00"
39.27'
25.00'
C
62.00'
36'52' 12"
39.90'
20.67'
D
38.00'
253'4423"
168.29'
E
62.00'
23'3323"
25.49'
12.93'
F
58.00'
136.49'11 "
138.50'
G
65.00'
23' 15'48"
26.39'
13.38'
H
43.00'
90'00'00"
67.54'-t-43.00'
Prepared By:
ALLARD ENGINEERING �1;) SSFl,q;;N
Civil Engineering - Land Surveying - Land Planning ti
8253 Sierra Avenue No, 43976
Fontana, California 92335 a Exp. 6/30/05
(909) 356-1815 Fax (909) 356-1795
CIVIL ®R�
David S. Hammer, H.C.E. 43976 Date OF CALIF
(expires 6/30/2005)
V
MADOLB AND AssoGeATEs , INC
/'4SS AGT� . -vu zoo, PNJN 40, cA . q1 ire/
I RECORD DRAWING I
THESE RECORD DRAWMM HAVE BEEN PREPARED, IN
PART, ON THE BASIS OF gIPD WTION OOmF4LE0 AND
FURNISHED BY OTHWA THE EMOINEER WILL NOT BE
RESPONSIBLE POR ANY ERl M OR OhMBBIONS WHICH
HAVE BEEN WM THE OOOUMENTS AS
A RESULT THEREOF.
ffm
p6telo 7
CITY OF FONTANA, CALIFORNIA
BELLGROVE II COMMUNITY PLAN
DRAWN
AEBY: STREET IMPROVEMENT PLANS SCALE; "-40'
DESIGNED BY: TRACT 6269 DATE:
AE COR PLAC ' � VAL CREST WAY AUGUST, 2003
CHECKED B APP ED BY: 11f_ DRAWING NO.: 2
r, DSH CITY ENGINEER R.C.E. 51152 M2 l J
M:/DWG/19201/STREETS/16269-SHT2