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10+00 11+00 12+00 13+00 14+00 PLAN 1"= 40' 15+00 16+00 17+0'0 18+0'0 19+00
DELAMAR DRIVE
SEE SHT. 17
12 51
P-U.E. & SIDEWALW-
EASEMENT
5.5'
H=4" Hl -0* 16'
CA TCH BASIN
LOCAL DEPRESSION DETAIL (�2ASE A-)
1'�-- 10'
TOLL FREE 'mmm"l -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
NEWCOMB COURT
SEE SHT 9
-001no 011AI
SCALE
40
PA RKSIDE WAY
CONSTRUCT 4- AC PAVEMENT (MIN.) OVER 12- COMPACTED
NATIVE MATERIAL (SEE GENERAL NOTES Jl & J2).
CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 100J.
CONSTRUCT CROSS GUTTER PER CITY STANDARD PLAN NO. 104.
(MODIFIED "W' 8�
CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006.
REV. I REVISION DESCRIPTION I DATE I ENGR. I CITY I DATE
I A ONLYWIda-71 0j 110 Itilml.-il
TOP LANE
CONSTRUCT 4" P.C.C. SIDEWALK PER CITY ST9 PLAN NO. 1015.
CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN No. 102. "W" PER PLAN.
CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. PLAN JlJ-1 AND
DETAIL HEREON.
(D -ADJUST MANHOLE ANDIOR GATE VALVE BOX TO GRADE PER CITY
ST9. NOS. 109 & 1JO.
@-INSTALL STREET NAME SIGN PER CITY STD. No. Jig.
INSTALL STREET LIGHT, KING LUMINAIRE j Kl 18E-E4R- 11- 100 (MOG)-HPS- 120-
K14 -PR -HSS -TSS -SCE (HEIGHT=14.5�
SHOULD CONSTRUCTION OF THE 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.
1428.609
OF BEARINGS FOR
OF L YME REEK
12 59
NOD' E ON f
,UAP FILED IN
Prepared Under The Supervision Of :
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
CHURCH STREET , STE. 107
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311
R.C.
LITTLE SHAY DRIVE
SEE SHT. 16
-rlDlln n AAI
P.U.E. & SIDEWALK
EASEMENT
5.5'
51
�5U-E & SIDEWALK
E45EMENT
I
THESE RECORD DRAWINGS HAVE BEEN PP17P��,AEO, IN
PART ON THE BASIS OF INFORMATION C(,)k4P0,EQ ANO
FURNISHED BY OTHERS. THE ENGINEER VVILL NOT. BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
A M=Ql 11 T T14;:RFOF.
CITY OF FONTANA CALIFORNIA
n.
I IZZ
CURVE TABLE
PRI VA TE S TREE T IMPRO VEMEN T PL A NS
6�
CURVE
DEL TA
RADIUS
LENGTH
TANGENT
Cl
90,00,00"
25.00
J9.27
25.00
C2
90*00,00 "
25.00
J9.27
25.00
ci
90*00,00"
25.00
J9.27
25.00
C4
90*00,00 "
25.00
J9.27
25.00
C5
90*00,00"
JO.00
47.12
JO. 00
C6
90*00,00 "
JO.00
47.12
JO.00
C7
90-07'J8"
25.00
J9.ji
25.06
C8
895222 "
25-00
J9.21
24.94
H=4" Hl -0* 16'
CA TCH BASIN
LOCAL DEPRESSION DETAIL (�2ASE A-)
1'�-- 10'
TOLL FREE 'mmm"l -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
NEWCOMB COURT
SEE SHT 9
-001no 011AI
SCALE
40
PA RKSIDE WAY
CONSTRUCT 4- AC PAVEMENT (MIN.) OVER 12- COMPACTED
NATIVE MATERIAL (SEE GENERAL NOTES Jl & J2).
CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 100J.
CONSTRUCT CROSS GUTTER PER CITY STANDARD PLAN NO. 104.
(MODIFIED "W' 8�
CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006.
REV. I REVISION DESCRIPTION I DATE I ENGR. I CITY I DATE
I A ONLYWIda-71 0j 110 Itilml.-il
TOP LANE
CONSTRUCT 4" P.C.C. SIDEWALK PER CITY ST9 PLAN NO. 1015.
CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN No. 102. "W" PER PLAN.
CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. PLAN JlJ-1 AND
DETAIL HEREON.
(D -ADJUST MANHOLE ANDIOR GATE VALVE BOX TO GRADE PER CITY
ST9. NOS. 109 & 1JO.
@-INSTALL STREET NAME SIGN PER CITY STD. No. Jig.
INSTALL STREET LIGHT, KING LUMINAIRE j Kl 18E-E4R- 11- 100 (MOG)-HPS- 120-
K14 -PR -HSS -TSS -SCE (HEIGHT=14.5�
SHOULD CONSTRUCTION OF THE 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.
1428.609
OF BEARINGS FOR
OF L YME REEK
12 59
NOD' E ON f
,UAP FILED IN
Prepared Under The Supervision Of :
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
CHURCH STREET , STE. 107
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311
R.C.
LITTLE SHAY DRIVE
SEE SHT. 16
-rlDlln n AAI
P.U.E. & SIDEWALK
EASEMENT
5.5'
51
�5U-E & SIDEWALK
E45EMENT
I
THESE RECORD DRAWINGS HAVE BEEN PP17P��,AEO, IN
PART ON THE BASIS OF INFORMATION C(,)k4P0,EQ ANO
FURNISHED BY OTHERS. THE ENGINEER VVILL NOT. BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
A M=Ql 11 T T14;:RFOF.
CITY OF FONTANA CALIFORNIA
n.
I IZZ
PRI VA TE S TREE T IMPRO VEMEN T PL A NS
6�
DRAWN BY:
TRA C T NO. 16427
1�0
SCALE:
MAISC
4-5
AS SHOWN
DESIGNED BY:
EF
SQUA TPP LANE
DATE:
AUGUST 200J
N
CHECKED BY:
APJM�OVED BY.,,�'-
U tl T.��
DRAWING NO.:
8
GB
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3514
I
I 18
CfTY ENGINEER R.C.E. 51152 1 I-�ATF
JA126-1769\Streets\ST08.dwa. 02/18/2004 01:07:33 PIVI. DIVI