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CURVE &
LINE TABLE
RADIUS DELTA
LENGTH TANGENT BEARING
A 35.00' 89'24'04"
54.61' 34.64' -
8 35.00' 90'35'56"
55.34' 36.37' -
�i
CONSTRUCTION NOTES
1O—SAWCUT EXISTING A.C. PAVEMENT
Q ---CONSTRUCT 4.5" AC PAVEMENT OVER 4.0" CLASS AGGREGATE BASE OVER 12" OF 957.
COMPACTED NATIVE SOIL PER SOILS REPORT RECOMMENDATION (SEE GENERAL NOTE 31 & 32)
(6 —CONSTRUCT 8" PCC CURB & GUTTER PER CITY STD. PLAN NO. 1000
9 ONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 106, W=5'
10 ONSTRUCT PCC DRIVE APPROACH PER SITY STD. PLAN NO. 1002,
W=16' UNLESS NOTED OTHERWISE
11 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. PLAN 2000 �
12 ONSTRUCT 10' WIDE CROSS GUTTER PER CITY DWG. PLAN NO. 403. Lq w
r�
13 ONSTRUCT ACCESS RAMP PER CITY STD. PLAN NO. 1003
14 ONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO. 3003,
PER LOCAL DEPRESSION DETAIL
@--CONSTRUCT COBRA HEAD LUMINAIRE LED STREET LIGHT (90 WATT)
SEE PART NO. 10205811 PER CITY STD. 404 U-
@--CONSTRUCT COBRA HEAD LUMINAIRE LED STREET LIGHT (90 WATT) o
SEE PART NO. 10205811 PER CITY STD. 404 Cd
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')
REV. REVISION DESCRIPTION
Q
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
-
LOT -C-
C"R/W
BCR
<
GRIND EXIST.
AC PAVEMENT ACI PAVEMENT
(MIN. 0.10 THICKNESS)
1440.39
o
C)
CASE "B" W=16'
V 1
2
3
\ \� 4 a
NTS
ro
rn
3
PAVEMENT JOIN DETAIL
V p
C
LARKSTON E STREET 0/AN C V f -X 1 I V C Ii u/ -X U
SEE SHEET 6
LEGEND:
PROPOSED A.C. PAVEMENT
® GRIND EXISTING AC AND OVERLAY 23
® SAWCUT AND REMOVE EXISTING AC -(j 22
PAVEMENT
AC PAVEMENT OVERLAY 1- - — n R K�V h
S
SIERT
(MIN. 0.10' THICKNESS) SAKE4 `
`
MIN. SEE SHEET 3 &
:ERPROPOSED
A -
AC PAVEMENT
ENGR. I DATE I CITY I DATE
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
SAWCUT AND REMOVE
EXISTING AC PAVEMENT
GRAPHIC SCALE
20 40 80
(IN FEET)
1 INCH = 40 FT.
BASIS of BEARINGS: Prepared By: ALLARD ENGINEERING °FESS CITY OF FONTANA, CALIFORNIA
°
THE SOUTH LINE OF THE NE 1/4 OF SECTION 26, T1 N, �oP�� K. 14Ngl STREET IMPROVEMENT PLANS
R6W, S.B.M. PER RECORD OF SURVEY 88/36-42, 0� F
BEING: N 89'37'36" E Civil Engineering -Land Surveying -Land Planning � � 9�0 �c� DRAWN BY: SCALE:
16866 Seville Avenue No. 85349 z DBW/HMG TRACT N0.18987 AS NOTED
BENCHMARK: Fontana, California 92335 W
CALTRANS BENCHMARK #8-17 � (909) 356-1815 Fax (909) 365-1795 Exp. 6/30/18 P DESIGNED BY- SAN SEVAINE ROAD DATOctober, 2017
BRASS DISK LOCATED IN S.C.E. TOWER LEG LOCATED f&Ttaz�_ O l ��TF CIVIL CHECKED BY: APP ED DRAWING NO.: 2
343 N/0 1-210, 0.2 MILES WEST OF SAN SEVAINE RD. ROBERT K. ALLA , A.C.E. 85349 DA of CA\-�F RKA - DATE: �6 ' / 5650
EL=1428.609 (expires 6/30/2018) 1 CITY EN EER R.C.E. 51152 11
Ln 45
Ln 0
GRIND EXIST.
AC PAVEMENT ACI PAVEMENT
(MIN. 0.10 THICKNESS)
U-
LOCAL DEPRESSION DETAIL
o
C)
CASE "B" W=16'
o
o
NTS
ro
rn
PAVEMENT JOIN DETAIL
NTS
ENGR. I DATE I CITY I DATE
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
SAWCUT AND REMOVE
EXISTING AC PAVEMENT
GRAPHIC SCALE
20 40 80
(IN FEET)
1 INCH = 40 FT.
BASIS of BEARINGS: Prepared By: ALLARD ENGINEERING °FESS CITY OF FONTANA, CALIFORNIA
°
THE SOUTH LINE OF THE NE 1/4 OF SECTION 26, T1 N, �oP�� K. 14Ngl STREET IMPROVEMENT PLANS
R6W, S.B.M. PER RECORD OF SURVEY 88/36-42, 0� F
BEING: N 89'37'36" E Civil Engineering -Land Surveying -Land Planning � � 9�0 �c� DRAWN BY: SCALE:
16866 Seville Avenue No. 85349 z DBW/HMG TRACT N0.18987 AS NOTED
BENCHMARK: Fontana, California 92335 W
CALTRANS BENCHMARK #8-17 � (909) 356-1815 Fax (909) 365-1795 Exp. 6/30/18 P DESIGNED BY- SAN SEVAINE ROAD DATOctober, 2017
BRASS DISK LOCATED IN S.C.E. TOWER LEG LOCATED f&Ttaz�_ O l ��TF CIVIL CHECKED BY: APP ED DRAWING NO.: 2
343 N/0 1-210, 0.2 MILES WEST OF SAN SEVAINE RD. ROBERT K. ALLA , A.C.E. 85349 DA of CA\-�F RKA - DATE: �6 ' / 5650
EL=1428.609 (expires 6/30/2018) 1 CITY EN EER R.C.E. 51152 11