HomeMy WebLinkAbout3405-2FUTURE
SOUTH
R/W
I
34'
�— 22'
I FUTURE IMPROVEMENTS
1
I 12' ,
1- -
1
1
171
•
2Z
349 34'
I 46'
PRIPOSMGRADING
AND STREET
12' 22'
22'
8'
5' I EXISTING
.1_N GROUND
SLOPE 2 5
NORTH
R/W
I
5'
:NTS LME
12' 1 1' io
5' MIN.
TYPICAL SECTION RANCHO FONTANA VILLAGE PARKWAY
WM
1 34'
_ 22'
i FUTURE IMPROVEMENTS
I
12'
STA 38+71.74 TO STA 39+49.47
N.T.S.
Tw
34'
46'
AND STREET
22'
•1 1
PROPOSED GARDEN
WALL PER SEPARATE PLAN
do PERMIT
PAD
W-0-4
PROPOSED RETAINING
WALL PER SEPARATE PLAN
do PERMIT
NORTH
R/W
I
12' I 5'
5'
TS ELEV.
TYPICAL SECTION RANCHO FONTANA VILLAGE PARKWAY
STA 39+49.47 TO STA 40+26.48
N.T.S.
Tw
E'LY
R/W
I5'
1 P E i 25'
1
1 7' 18'
1
5' 3.5'1 14.5'±
PAD,I . I
1�1� V (MIN) 5'
WILY
R/W
EXISTING IMPROVEMENTS
T1 25'
18' 1 T '1
2.0% I 16 I
' \ VARIES 1.09X - 5.46% —S
TYPICAL SECTION - SULTANA AVENUE
STA 23#19.44 TO STA 33+09.03
N.T.S.
71
TRACT
164/7
MIN PROPOSED
PAD
do PERMIT
WEST
R/W
I 50'
10' 40'
I
1
EXISTING IMPROVEMENTS , 7
29 2x
\\/T
2�
5' 1 "(MIN.)
VARIES 1.64% - 2,42X
TYPICAL SECTION BEECH AVENUE
STA 23+77.10 TO 33+'1679
N.T.S.
TATO
R/W R/W
5'* 46' ( 5'*
PUE1 23' 23' 1 PUE
i
1
5' 18' 18' 5'
1 1
1 I I
1
1 I 0
---_2LEVEL LINE ?=
LOCAL STREET - 46' RAN
PEPPERTREE LANE STA 14*76.90 TO 17+06.41
TWINBERRY COURT & BURNET COURT
N.T.S.
TI=5.5
* WHERE SHOWN ON PLANS
W'LY
R/W
1
i 5'
LME 1 27'
5' 22'
1
1 I
1 1
2% 1 LEVEL
77.1---
549
27'
E'LY
R/W
I 5'
� E
22' 5'
,.
`:' I I I
UNE
LOCAL. STREET - 54' R/W
FOXFIRE LANE
N.T.S.
TI=5.5
/
EAST
R/W
2' MIN
T"CT
16477
PAD
/�-
•3' MAX RET. WALL
PER SEPARATE PLAN
do PERMIT
RECORD DOCUMENT_-
These Record Documents have been prepared
based on information provided by others. The NO 43�7
Design Professional has not verified the accuracy �f- ` EXP. E!F!r7
and/or completeness of this information and shall
not be responsible for any errors or omissions
�O�r tVc0
� may bI`e, incorporated herein as a result
I�
\
Zo -o �O
DATE
z
1' 5' _
PROPOSED MIN. MIN. o
A.C. PAVEMENT
16 SAWCUT AND A A
REMOVE EXISTING EXISTING (MIN. 0.1' THICKNESS)
AC PAVEMENT A.C. PAVEMENT AND OVERLAY
(MIN. 0.1' THICKNESS)
TYPICAL PAVEMENT JOIN DETAIL
N.T.S.
R/W
1
5'*
1
PUE I 25'
11 5' 20'
1 1
I I
I
\ \'� „\�\ I ?= 2%_ _ BEVEL
CONSTRUCTION NOTES
25'
20'
of
—_�--- LINE_ 2$ -
LOCAL STREET - 50' R/W
R/W
I
5' 1
PUE
5'
1
1
I
I
1
1
BELLFLOWER LANE
PEPPERTREE LANE STA 10+00.00 TO 14+26.85
SCARLET OAK LANE
N.T.S.
TI=5.5
�c WHERE SHOWN ON PLANS
1� CONSTRUCT 4" AC PAVEMENT (MIN) OVER 12' OF 95% COMPACTED NATIVE SOIL
(SEE GENERAL NOTE 31 do 32)
2O— CONSTRUCT 4.50 AC PAVEMENT (MIN) OVER 12' OF 95% COMPACTED NATIVE SOIL
(SEE GENERAL NOTE 31 do 32)
3o- CONSTRUCT 6.5- AC PAVEMENT (MIN) OVER 12' OF 95% COMPACTED NATIVE SOIL
(SEE GENERAL NOTE 31 do 32)
4 CONSTRUCT 6' PCC CURB do GUTTER PER CITY STD. DWG. NO. 1003
5 CONSTRUCT 80 PCC CURB do GUTTER PER CITY STD. DWG. NO. 1003
/ 7 CONSTRUCT 4' PCC SIDEWALK PER CITY STD. DWG. NO. 1015, WIDTH dt TYPE AS SHOWN ON PLAN
16 SAWCUT do REMOVE EXISTING AC PAVEMENT TO A CLEAN STRAIGHT LINE (1MIN.)
17 GRIND EXISTING PAVEMENT FOR SMOOTH TRANSITION AS SHOWN ON PLAN AND DETAIL ON SHT 2
Q O REV REVISION DESCRIPTION DATE ENGR. CITY DATE- Ir Lp CONSTRucnoN of REQUIRED
BENCHMARK s Prepared By: ROF ESSioCITY OF FONTANA, CALIFORNIA
IMPROVEMENTS NOT COMMENCE WITHIN PREPARED FOR. ALLARD ENGINEERING/or
S"TWO YEARS OF THE DATE OF APPROVAL CITY OF FONTANA BENCHMARK N0. 361. Civil Engineering - Land Surveying - Land Planning �F- �� RANCHO FONTANA SPECIFIC PLAN
TRA N .16477 SCALE:SHOWN HEREON AND GUtRIfD FORTH INA YOUNG HOMES 8253 Sierra Avenue y DRAWN BY: AS NOTED
DIAL TWO WORKING DILIGENT MANNER, THE CW ENGINEER MAY 10370 TRADEMARK STREET 011536697OAD 1E AT THEKE IN SOUTHWEST OUTHWESTTH FACE FCORNER OF POWER Fontana, California 92335 � No. 43976 r sR� 1O/Ei1/ M PLAN
RANCHO CUCAMONGA, Exp. 6/30/05 DESIGNED BY: DATE:
BEF❑RE �� DAYS BEFORE REQUIRE REVISIONS TO THE PLANS TO CA 91730 SULTANA AVENUE AND BASELINE AVENUE. n (909) 356-1815 Fax (909) 356-1795 * * RC LSH FEBRUARY, 2004
Y ❑ U DIG Y❑U DIG BRING THEM INTO CONFORAMNCE WITH 11 Z- Z 3 - c� � �' �P
(909) 291- 7600 9T C 1 V t � �� CHECKED BY: APPRO BY: DRAWING NO.: 2
T❑LL FREE 1-800-227-2600 CONDITIONS AND STANDARDS IN EFFECT David S. Hammet•, OF CALF pl w Z ' D
A PUBLIC SERVICE BY UNDERGR❑UNE SERVICE ALERT A.C.E. 43976 Date �
Q '� � W� � (e- a� ELEVATI01�' 1365.01 (expires 6/30/2005)
�kT CITY ENGINEER R.C.E. 1152 3405 14