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1045.7 INV. n 60X' RB FOR CURE _
N `.
SEE TRACT 16074 OFF
SITE ST. I MFROVEIrEN T _
PR EE
OF SCALE
HORIZ: 1" 40'
VERT. 1 4
19 20 21 22 23 24 25 26 21 22 23
00
( 14
o
RADIUS
LENGTH
TANGENT REMARK
OIINNNN
Q
W
32.51'
2 d 90006
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39.27
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BLACKWOOD COURT
11 6b' 11 1
U
W 30.
15 28
SEE FUTURE ci NSTREET
TRACT 16074 N N IMPROVEMENT PLAN
0+� OAR
107.00' ��. $I 107.00'
5 8" WATER 4
6 21 <v_ - N89' 04'00"E - 2 22 -
8" SEWER
= 10+00.00 BLACKWOOD COURT
INTERSECTION
�o ^
r �
CORAL COURTm co >
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to eq
29 ++imp N 1 18' 18' 1 N 42 N 3
SEE FUTURE"'" STREET17+19-95-5
TRACT 16074 IMPROVEMEN
107.00' 7�� IN-Tr+4rW Or NINON
, ��, 99.00'IN
PROPOSED SCHOOL
384
TORREYPINE STREET
O
0
DIAL TWO WORKING
40 0 40 80 120 BEFORE DAYS BEFORE
YOU DIG Y❑U DIG
GRAPHIC SCALE TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. REVISION DESCRIPTION
1 ADDED ACCESS ROAD D/W
2 RECORD DRAWING
3 WIDENED SANTA ANA AVE.
�1a � r �i'A�i•7 ilA
N1
_WIC
W
.14 MAHOGANY DRIVE
ILO
W N s •
W 34 •141
c( , 22' 22 1 •
z 13
"0
J.
140
25+76.51 TORREYPINE STREE
3I�.�1�1•�' 1_1:3=e!1J ►1 � C :� ► I a
16+19.95 ECR I INTERSECTION
23+82.51 TORREYPINE STREET N �'
W <
= 10+00.00 CORAL COURT fO Z SEE DRAWING NUMBER
INTERSECTION$ > = I44 2902 FOR STORM DRAIN
�5 LINE 'E' PLAN AND PROFILE
to
m
1,: MAHOGANY DRIVE
ININNN
N C-30 3 <I+
2 I�
N
CONSTRUCTION NOTES
10 CONSTRUCT 6.5" MIN. A.C. OVER 12" OF 95% COMPACTED NATIVE SOIL.
(SEE GENERAL NOTES 31 k 32)
O2 CONSTRUCT 6" CURB AND GUTTER PER CITY OF FONTANA STD. DETAIL 1003
O3 CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. DETAIL 1003
4O CONSTRUCT 5' WIDE CONCRETE SIDEWALK PER C.O.F. STD. 1015
O5 CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA STD. NO. 1006
6
CONSTRUCT CROSS MRIVEWAW=;NMA
�(W=10')�PER
�OFFMONT�ANSTD
04
8 CONSTRUCT RADIUS 102-0
c
N0.63494
Exp. Sept. 30, 2006 ,�
Lpl�TFOF CAI.1F��♦\�
DATE ENGR. CITYDATE BENCH MARK: BASIS OF BEARINGS:
1/ 2 ,,� SHOULD CONSTRUCTION OF THE REQUIRED
EL = 1077.40 THE BEARINGS HEREON ARE IMMVEMENTS NOT COMMENCE WITHIN Two
BASED ON THE CENTERLINE
OF JURUPA AVENUE SHOWN YEARS OF THE DATE OF APPROVAL SHOWN
CHISELED BOX IN AS NORTH 89'03'21" EAST SON AND CARRIED FORTH IN A
EASTERLY TOP CURB, PER PARCEL MAP NO. DILIGENT MANNER, THE CITY ENGINEER
TAMARIND AVE.; 60' 12195, P.M.B.158/28-40;
SOUTH OF TAMARIND CT., FOR THE PURPOSE OF THIS MAY REQUIRE REVISIONS TO THE PLANS TO
500' SOUTH OF SLOVER MAP, SAID BEARING HAD BRING THEM INTO CONFORMANCE WITH
BEEN ROTATED CLOCKWSE CONDITIONS AND STANDARDS IN EFFECT.
0'00'39" TO NORTH
89'04'00" EAST.
RECORD D AWING
ENGINEER:
(SMNIiURE) (DATfl
1 nT N
c
TRACT
BOUNDARY
MAHOGANY DRIVE
FS LE. 1 "=40'
s N0.3334
TK► AVE.
II i
I�
I
ANCE (TYP)
i
. ---1
SANTA ANA AVE.
DWG NO. 3334 Q
3
PLANNING ■ DESIGN ■ CONSTRUCTION CITY OF FONTANA, CALIFORNIA
Q%pFESSIp4,'! Q STREET IMPROVEMENT PLANS FOR
A. j�l �y 27555 YNQ ROAD SUITE 400 TRACT 16074 (PHASE 2)
��i = • TEWECULA, CALFOFNA 925®1-4679 DRAWN BY: SCALE:
W No.43090 CONSULTING 6.8042 ■ FAX 909.676.7240 •, wwwAW.com TORREYPINE ST MAHOGANY DRIVE AS SHOWN
Exp. 3/31/04 RBB 183' WEST OF BLA CT 228' SOUTH OF MAHOGANY JOB NUMBER
fr c V IV �� PREPARED DER THE SU ISION OF: DESIGNED BY: ANY DRIVE TO SANTA ANA AVE. 15-10�8%
�lE � MCH A
VE
DRAWING N0.
OF C Mv� DATE: 2,/14 /OIL CHECKED _ Z . Z = .poL 4
MICHAEL A. TY AN E N0. 43090 EXP. 3-31-04 MAT IIATr- 3024 4
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CURB DATA
DELTA BRG
RADIUS
LENGTH
TANGENT REMARK
1 90°00'00"
25.00
39.27'
25.00 CURB RETURN
2 d 90006
00
---25. 00
39.27
25.00
3 � 90
00'00"
25.00
39.27
25.00
4 &--90-00-00-
25.00
39.27
25.00
PLANNING ■ DESIGN ■ CONSTRUCTION CITY OF FONTANA, CALIFORNIA
Q%pFESSIp4,'! Q STREET IMPROVEMENT PLANS FOR
A. j�l �y 27555 YNQ ROAD SUITE 400 TRACT 16074 (PHASE 2)
��i = • TEWECULA, CALFOFNA 925®1-4679 DRAWN BY: SCALE:
W No.43090 CONSULTING 6.8042 ■ FAX 909.676.7240 •, wwwAW.com TORREYPINE ST MAHOGANY DRIVE AS SHOWN
Exp. 3/31/04 RBB 183' WEST OF BLA CT 228' SOUTH OF MAHOGANY JOB NUMBER
fr c V IV �� PREPARED DER THE SU ISION OF: DESIGNED BY: ANY DRIVE TO SANTA ANA AVE. 15-10�8%
�lE � MCH A
VE
DRAWING N0.
OF C Mv� DATE: 2,/14 /OIL CHECKED _ Z . Z = .poL 4
MICHAEL A. TY AN E N0. 43090 EXP. 3-31-04 MAT IIATr- 3024 4
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