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PROPOSED
PROPOSED S'LY
R/W
PL
PROPOSED
40' GREENWAY
(EXISTING SAN GA13RIEL
I~
VALLEY MUNICIPAL WATER
DISTRICT EASEMENT)
FUTURE 8'
�,� PROPOSED LETTERED PATH
10'
201" LOTS FOR
LANDSCAPE
PURPOSES
PAD 4
I
1'
1
6' DECOMPOSED
I
GRANITE TRAIL
MEANDERS
go
112.88'
MWD FEE OWNERSHIP
90,
34' 1 34'
AC/NATIVE IT-1 F�
UNDERCUT
CASA GRANDE AVENUE
STA. 25+82.89 - STA. 39+09.76
SECONDARY HIGHWAY
TI=9.0
N.T.S.
I
22.88'
FUTURE
PROPOSED
LETTERED LOTS
FOR LANDSCAPE
I PURPOSES
CONIC. SIDEWALK
S'LY R/W CE N'LY R/W
PL 4-0, VARIES I
(EXIST. SAN GABRIEL VALLEY MWD FEE OWNERSHIP
MUNICIPAL WATER DISTRICT EASEMENT)
°JI°d'1H[ GREENWAY I 10, 34' 1 34' 12' I
som 8' PATH I �s01�Il8><�46
4
PAD I 3 I DAYLIGHT
1 7 GRADE
---
6' DECOMPOSED
GRANITE TRAIL
MEANDERS PATH I AC/NATIVE �UNDERCUTw
I
FUTURE
PROPOSED LETTERED LOTS FOR CASA G RAN D E AV E N U E
LANDSCAPE STA. 39+09.76 - STA. 45+83.56
PURPOSES SECONDARY HIGHWAY
TI=9.0
N.T.S.
S'LY R/W
PL 4.0,
(EXIST. SAN GABRIEL VALLEY
MUNICIPAL WATER
DISTRICT EASEMENT)GREENWAY
I 1
I
sea"
B'4PATHPAD
6' DEC7TRAIL
GRANITPATMEAND
PROPOSED LETTERED
LOTS FOR
LANDSCAPE
PURPOSES
N'LY S'�LyYy Rid WEST
R/W
R/W 101, 1 R( .. I 132' "�I"
66' 66'
.r14, I .rid'
I 14'M IAN EXIST. IMPROVEMENTS TO REMAIN I 1 20' I
12 I
7 3 8 8 1 3 i I6, 7 6 8 8 1 6 i I
1 2% EXISTING -I - - _ _ IMP EXISTING _
IMPROVEMENTS -L � - 2:1 _ -
-------� I MAX I ---- 1, _ ,r,.�___ I MAX
II I 9 \-AC/NATIVE 24
NATIVE REMOVE EXIST. PAVM'T
9 AC/ ` CURB & GUTTER
UNDERCUT
AS NECESSARY
UNDERCUT WIDTH VARIES 8' TO 24' 24
SUMMIT AVENUE - 101' SIERRA AVENUE - 132' R/W
STA. 126+27.29 TO STA. 151+82.91 STA.73+00.39 TO STA. 99+91.12
SECONDARY HIGHWAY PRIMARY HIGHWAY
TI=9.0 TI=11.0
N.T.S. N.T.S.
EAST LU
P/L-R/W
WEST
92'I R OVERLAYGRIND XIST. AC TO NEAREST MENT TRAFFIC
AND
TRAFFICJ
L (46') _ 46'
(12')
SEE DETAIL 12' `
HE
UNDERCUT
CYPRESS AVENUE 92' R/W
STA.10+00.00 TO STA. 43+26.25
SECONDARY HIGHWAY
TI=9.0
N.T.S.
2:1
MAX
LANE.
(MIN. 0.10' THICKNESS)
FUTURE
LETTERED VARIES 2' PROPOSED
LOTS FOR 0.10 MI 6' AC PAVEMENT
LANDSCAPE
PURPOSES �4
EXISTING 6'
LANDSCAPE
AND REMOVE
AC PAVEMENT EXISTING AC PAVEMENT
CYPRESS AVENUE
PAVEMENT JOIN DETAIL
N.T.S.
rL N'LY R/W
VARIES I
MWD FEE OWNERSHIP
34' VARIES 12' I ��
I�8s�II8a-48
3 1 DAYLIGHT
7 GRADE
AC/NATIVE UNDERCUT I
CASA GRANDE AVENUE
STA. 45+83.56 - STA. 51+34.64
SECONDARY HIGHWAY
TI=9.0
N.T.S.
132'
66' 66,
CURB & GUTTER
CURB & GUTTER
SIERRA AVENUE - 132' R/W
STA. 86+25.38 - STA. 99+91.12
PRIMARY HIGHWAY
T1=11.0
N.T.S.
CONSTRUCTION NOTES
1 WCUT EXISTING A.C. PAVEMENT
3 ONSTRUCT 6.5' AC PAVEMENT OVER 95% COMPACTED
NATIVE SUBGADE, PER SOILS ENGINEER'S REPORT AND GENERAL NOTE 32
r—C
ONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 106, W=8'
ONSTRUCT 6.5" AC PAVEMENT OVER 95% COMPACTED
NATIVE SUBGADE, PER SOILS ENGINEER'S REPORT AND GENERAL NOTE 32
6D-CONSTRUCT 6.T AC PAVEMENT OVER 95% COMPACTED
NATIVE SUBCADE, PER SOILS ENGINEER'S REPORT AND GENERAL NOTE 32
PCEMOVE
ONSTRUCT 8" PCC CURB & GUTTER PER CITY STD. PLAN NO. 1000
ONSTRUCT 8" CURB PER CITY STD. PLAN NO. 1000
ONSTRUCT C PCC SIDEWALK PER CITY STD. PLAN NO. 1006, W=6'
EXISTING AC PAVEMENT.
Prepared For: BASIS OF BEARINGS: Prepared By: CITY OF FONTANA CALIFORNIA
ao
SHOULD CONSTRUCTION OF REQUIRED THE EAST LINE OF THE SE 1/4 OF SECTION 19, ALSO QROFESS/0
!/J/ IMPROVEMENTS NOT COMMENCE WITHIN BEING THE CENTERLINE OF SIERRA AVE., PER PM NO. ALLARD ENGINEERING ��a n J. -q OFFSITE STREET IMPROVEMENT PLANS
TWO YEARS OF THE DATE OF APPROVAL LENNAR 19431, PMB 242/97-98 Civl Engneering -Land Surveyng -Land Plannng ti� �� Fy
z DRAWN 6W SUMMIT AT ROSENA Ste'D C7,, AS NOTED
tiNNwww✓Mn a tiNNNnnnnnnnnenneMen SHOWN HEREON AND CARRIED FORTH IN A 980 MONTECRO DRIVE, SUITE 302 BEING: N00'33'32'W y ae o /
lfifififi Seville Avenue
DIAL DILIGENT MANNER, THE CITY ENGINEER MAY CORONA CA 92879 BENCHMARK: Fontana, California 92335 w No. 3605:
TWO WORKING DESIGNED BY: STREET SECTIONS DATE: 2019
951 817-3545 CALTRANS BENCHMARK #8-17 DBW January,
BEFORE DAYS BEFORE REQUIRE REVISIONS TO THE PLANS TO (909) 35fi-1fi15 Fax (909) 3fi5-1795 Exp. 6/30/20
YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH FAX (951) 817-3650 Jj �P
BRASS DISK LOCATED IN S.C.E. TOWER LEG LOCATED 1Qw7�.�.�%�%, �Q P 01/23/19 q CIVIL CHECKED BY: APPR 0 BY DRAWING NO.: 13
TOLL FREE 1-800-227-2600 CONDITIONS AND STANDARDS IN EFFECT 343' N/O 1-210, 0.2 MILES WEST OF SAN SEVAINE RD. � Allard, R.C.E. 36052 Date OF CAL �F DATE: 1/28/2019
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERTFREV.1 REVISION DESCRIPTION ENGR. DATE CITY DATE EL=1428.609 (expires 9/30/2020) RJA CITY ENGINEER R.C.E. 51152 5763 16
Flename: I:\Cal Atlantic\Summit at Rosena\Drawings\nNAL DESIGN\OFFSITE\STREETS\SUMMR AT ROSENA-SHT 13.dwg