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REVISION DESCRIPTION
ENGR. I DATE I CITY I DATE
Q, -CONSTRUCT 4.5" AC PAVEMENT OVER 4.0" CLASS AGGREGATE BASE OVER 12" OF 95%
COMPACTED NATIVE SOIL PER SOILS REPORT RECOMMENDATION (SEE GENERAL NOTE 31 & 32)
3�CONSTRUCT 6.5" AC PAVEMENT OVER 4.0" CLASS 2 AGGREGATE BASE OVER 12" OF 95%
COMPACTED NATIVE SOIL PER SOILS REPORT RECOMMENDATION (SEE GENERAL NOTE 31 & 32)
(D—CONSTRUCT 8" PCC CURB & GUTTER PER CITY STD. PLAN NO. 1000
r0 ' ---CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 106, W=5'
�13 ONSTRUCT ACCESS RAMP PER CITY STD. PLAN NO. 1003
20 ONSTRUCT COBRA HEAD LUMINAIRE LED STREET LIGHT (90 WATT)
SEE PART NO. 10205811 PER CITY STD. 404
21 ONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 106 W=6'
22 EMOVE EXISTING AC PAVEMENT
23 RIND EXISTING AC PAVEMENT (MIN. 0.1') AND OVERLAY (MIN. 0.1')
SHOULD CONSTRUCTION OF 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
Prepared For:
LENNAR
980 MONTECITO DRIVE, SUITE 302
CORONA, CA 92879
(951) 817-3545
FAX (951) 817-3650
LEGEND:
PROPOSED A.C. PAVEMENT
GRIND EXISTING AC AND OVERLAY
® SAWCUT AND REMOVE EXISTING AC
PAVEMENT
5' (MIN. 0.10' THICKNESS)
0.10' MIN. MIN. MIN. PROPOSED
/rAC PAVEMENT
GRIND EXIST. -/
AC PAVEMENT EXISTING LsAwcUT AND REMOVE
(MIN. 0.10' THICKNESS) AC PAVEMENT EXISTING AC PAVEMENT
PAVEMENT JOIN DETAIL
NTS
�: �I A
GRAPHIC SCALE
BASIS OF BEARINGS: Prepared By:
ALLARD ENGINEERING OF K. q
Q� ONq
THE SOUTH LINE OF THE NE 1/4 OF SECTION 26, T1 N, o ,� K. �
R6W, S.B.M. PER RECORD OF SURVEY 88/36-42,aa ��l F
BEING: N 89'37'36" E Civil Engineering -Land Surveying -Land Planning 9�a 0 DRAWN BY:
16866 Seville Avenue No. 85349 m DBW/
BENCHMARK: Fontana, California 92335
CALTRANS BENCHMARK #8-17 (909) 356- 815 Fax (909) 365-1795 °L Exp. 6/30/18 DESIGNED BY:
DBW
BRASS DISK LOCATED IN S.C.E. TOWER LEG LOCATED (vl7 �qTF C1 1� ��\P CHECKED BY:
343' N/0 1-210, 0.2 MILES WEST OF SAN SEVAINE RD. ROBERT K. ALLARD, A.C.E. 85349 DA OF CA0RKA
EL=1428.609 (expires 6/30/2018)
(IN FEET)
1 INCH = 40 FT.
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
G TRACT NO. 18987 SCALE: As NOTED
SIERRA LAKES PARKWAY DATE:
H K AVENUE October, 2017
TWED, -W:- DRAWING NO.: 4
C' DATE: /o i / 5650
CITY ENGINEER R.C.E. 51152
CURVE &
LINE TABLE
RADIUS
DELTA
LENGTH
TANGENT BEARING
A
35.00'
89'57'21 "
54.95'
34.97' -
B
25.00'
88'41'28"
38.70'
24.44' -
C
58.00'
117'21'41"
118.80'
95.32' -
D
1 62.00'
1 18'11'42'
19.69'
9.93
E
1 62.00'
1 09'53'31'
10.70'
5.37'
REV.
0
N
� o
DIALTWO
BEFORE DAYYSWBEFORE
w YOU DIG YOU DIG
o TOLL FREE 1-800-227-2600
~o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
J
d
REVISION DESCRIPTION
ENGR. I DATE I CITY I DATE
Q, -CONSTRUCT 4.5" AC PAVEMENT OVER 4.0" CLASS AGGREGATE BASE OVER 12" OF 95%
COMPACTED NATIVE SOIL PER SOILS REPORT RECOMMENDATION (SEE GENERAL NOTE 31 & 32)
3�CONSTRUCT 6.5" AC PAVEMENT OVER 4.0" CLASS 2 AGGREGATE BASE OVER 12" OF 95%
COMPACTED NATIVE SOIL PER SOILS REPORT RECOMMENDATION (SEE GENERAL NOTE 31 & 32)
(D—CONSTRUCT 8" PCC CURB & GUTTER PER CITY STD. PLAN NO. 1000
r0 ' ---CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 106, W=5'
�13 ONSTRUCT ACCESS RAMP PER CITY STD. PLAN NO. 1003
20 ONSTRUCT COBRA HEAD LUMINAIRE LED STREET LIGHT (90 WATT)
SEE PART NO. 10205811 PER CITY STD. 404
21 ONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 106 W=6'
22 EMOVE EXISTING AC PAVEMENT
23 RIND EXISTING AC PAVEMENT (MIN. 0.1') AND OVERLAY (MIN. 0.1')
SHOULD CONSTRUCTION OF 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
Prepared For:
LENNAR
980 MONTECITO DRIVE, SUITE 302
CORONA, CA 92879
(951) 817-3545
FAX (951) 817-3650
LEGEND:
PROPOSED A.C. PAVEMENT
GRIND EXISTING AC AND OVERLAY
® SAWCUT AND REMOVE EXISTING AC
PAVEMENT
5' (MIN. 0.10' THICKNESS)
0.10' MIN. MIN. MIN. PROPOSED
/rAC PAVEMENT
GRIND EXIST. -/
AC PAVEMENT EXISTING LsAwcUT AND REMOVE
(MIN. 0.10' THICKNESS) AC PAVEMENT EXISTING AC PAVEMENT
PAVEMENT JOIN DETAIL
NTS
�: �I A
GRAPHIC SCALE
BASIS OF BEARINGS: Prepared By:
ALLARD ENGINEERING OF K. q
Q� ONq
THE SOUTH LINE OF THE NE 1/4 OF SECTION 26, T1 N, o ,� K. �
R6W, S.B.M. PER RECORD OF SURVEY 88/36-42,aa ��l F
BEING: N 89'37'36" E Civil Engineering -Land Surveying -Land Planning 9�a 0 DRAWN BY:
16866 Seville Avenue No. 85349 m DBW/
BENCHMARK: Fontana, California 92335
CALTRANS BENCHMARK #8-17 (909) 356- 815 Fax (909) 365-1795 °L Exp. 6/30/18 DESIGNED BY:
DBW
BRASS DISK LOCATED IN S.C.E. TOWER LEG LOCATED (vl7 �qTF C1 1� ��\P CHECKED BY:
343' N/0 1-210, 0.2 MILES WEST OF SAN SEVAINE RD. ROBERT K. ALLARD, A.C.E. 85349 DA OF CA0RKA
EL=1428.609 (expires 6/30/2018)
(IN FEET)
1 INCH = 40 FT.
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
G TRACT NO. 18987 SCALE: As NOTED
SIERRA LAKES PARKWAY DATE:
H K AVENUE October, 2017
TWED, -W:- DRAWING NO.: 4
C' DATE: /o i / 5650
CITY ENGINEER R.C.E. 51152