HomeMy WebLinkAbout1824-2LANDSCAPE ESM'T. LINE VARIES_ �CCL/I�7 !1V CIVVC
2 B�- N, ILLAGE DRIVE TO JURUPA _ {LOOKING -NORTH
N.T.S.
5�-4° BLOCK WALL ON TOP i0
OF CUT- PE STA. 28 +97 R.O.W.
TO FO + 63 RO
94' ..W. Q2 �
i\
2,•
# 0 N
6'-8"BLOCK WALL ON BERM �
STA. 21 +00 TO 28 + 97 � I�
1--$.24
47 1 %.
34'
8' 18' 12'
4.5' 8' 4'
6' 6'
LEVEL
0.50' 0.80' LINE -)040' I I -5
If
3' SEGT/Drl! OF AIC'
47'
34' 13'
18, 12, 2
0 4' 4.5'Q
6 -8 BLOCKWALL ON BERM
STA. 22 + 20 TO 50 + 71
i
r �
0.80' 0. �r 6.241
_ 1 4 1 I
40 1.7% 1.7% V2.59'
0
8
CONSTRUCTION LINE
BEECH AVENUE,
FRoMC'SPLAR iro-
VILLAGE DRIVE C LOOKING NORTH & WEST)
N.T.S.
SEE A10Tc -W-21 SID fQrP LOCAL LSP
R.O.W. 321 3 2' R.O.W.
12' 2 0' 20' 12'
4' 8' 12 12' 8' 4Ell'
LEVEL AV_s
LINE ABLE 0.54
0.00' 0.24' 0.54' 0.30' 4 0. 4' 0.00'
40
/ 2 % 2% 4
8
ELM POPLAR, CATAWBA, CYPRESal
VILLAGE DRIVE EAST-
CEAJ TES' N/KE UP
QUAeTER CROWA/ = .76' 4- H/,CE UF�
TDP LF CURB .24 4- H/XE ZJP f RI&E UP
LANDSCAPE ESM'T. LINE
AC . 33 cSEC T/RIE
DA/ -
2,
Q i
15'- 4" BLOCK WALL ON
R.O.W. R.O.W. TOP OF CUT -SLOPE
47' �- 47' `-
Pr
STA. 52 + 21 TO 69 + 10
13' 34' 3 4' 13' I
2-- 12' 18' 12' 18' 8' /
n BICYCLE TRAIL 2
6'-8" BLOCK WALL ON D 4.5' 4' 4' 8' 4.5' All A
BERM STA. 52 + 21 TO
96+84 6' 6' __- _ - � STA „ 92� 47 CK WALL
ERM
96 + 79
LEVEL 3 0.80'
� , � LINE � rl� r� '
0.50
0.80A 0.40 5 --- - 0.50// I1 1 0.24
/
250 /ir
4°10
7
8
CONSTRUCTION LI NE TO STA . 77+ 43
_ - FROM STA. 77+43
CITRUS AVENUE,
����► [ POPLAR TO DECLEZ CHANNEL .0 LOOKING NORTH & -EAST)
N. T. S.
R.O.W. 10 2' R.O.W.
55 47
FOR
WALL DETAILS, LOCATIONS, STRUCTURAL
CALCULATIONS, SURFACE TREATMENTS, AND
SPECIFICATIONS, REFER TO CITY APPROVED DRAWINGS
OF ELLIOTT/MALONEY PROJECT 870535, SHEETS 1-10
OF 10, W NUMBERS 5,6,7,8,9,10,11,12, S, AND C, AND
ELLIOTT/MALONEY PROJECT 870865, SHEETS 2-W-3,
4-W-5, 5-W-6, 7-W-8, 8-W-9, 11-W-12, 12-W-16, 13-W-17,
14-W-20, 15 -W -L, 16 -W -S, 17 -W -C.
N.T.S.
�PAVEWENT,' TABLIE'l
REFER TO TYP. SECTION 18 12' 18' REFER TO TYP. SECTION POPLAR ( TO STA, 19+75) ,
FOR ELEMENTS NOT SHOWN I FOR ELEMENTS NOT SHOWN;
8 3 ',,.'POPLAR C FROM S�'A,' 19 +7+75Y
2' 4LOCATION OF (LC RB NOSE +CATAV�BA '
' ' „
&HIGH POINT '"�CYPRE'SS c
CONSTRUCTION LINE
'.VILLAGE CSR., EAST
0.80'0.48' o.so' IB_E_E C H. _hUSA
-AVEj
PROFILE POINT OUTLINE OF CURB N SE
NOTES LEFT -TURN LANE OR ACCELERATION LANE SHOWN TO THE LEFT OF CONSTRUCTION
LINE. WHEN OCCURRING TO THE RIGHT OF CONSTRUCTION LINE, REVERSE DIMENSIONS
a SLOPES ABOUT CONSTRUCTION LINE_
r �VidDIFICATI�I� T`d BE��H AVE. ANf� �I�T'RU� AVSr'
SECTIONS AT REDUCED WIDTH MEDIAN ENDS -
,N.TS,
ASL Consulting Engineers
t "RECORD DRAww&" 6-15,W
law i 10
RfV/SED X- SECT/ON �� �+c e 11543
4006D 8L0Ck'PV4LL 1-3-89 I LLI A M 1) L Y)r
NO. DESCRIPTION ENGR ,gPPR. DATE CITY DATE
DESIGNED BY CHECKED BY M.T
R E V I S 10 N S DRAWN BY DATE -_ Mi AY 1987
FORD GRAPHICS 080
SCALE
1 40
F -
a
APPROVED BY
PASADENA
(818) 792-3096
SANTA ANA
(714) 979.1761
SECTION
PALM SPRINGS
(619) 320-4220
52+$es EXP. AF -31--92
LINE
39+118 14+91E 32+OON 12+598 8+51W
03+05E-
R.O.W.
91
78+04E
R.O.W.
44
(L
47
103+90E
10 3 4'
3 4'
13'
8' 18'
12 18
12'
8'
4'
0
4" 4.5'11`-i
2"
Ell,
1 6'
6'
CONSTRUCT CONCRETE DRIVEWAY ENTRANCE PER CITY OF FONTANA STANDARD
6'-8" BLOCK WALL ON BERM
LEVEL
I
DETAIL_40Z:Z� h9,5,
STA. 2 + 60 TO 21 + 5 6
LINE
,
'
14.
'
/
r
EQUESTRIAN 0.30' 0.50' 0.80' 0.40'
I
0.80'
0.5 //
I 0.24'
TRAIL
- a
15.
4 -�
4 0/ 1.7 9'0
1.7 %
16.
CONSTRUCT SIDEWALK RETURN +
5O.
i
CONSTRUCT CONCRETE MEDIAN CURB AND GUTTER (6" CF) PER CITY OF
CONSTRUCTION LINE
17.
PROTECT IN PLACE
6.
CONSTRUCT STANDARD CROSS GUTTER AND SPANDREL PER CITY OF FONTANA
18.
CONSTRUCT A.C. DRIVEWAY APPROACH '
STANDARD DETAIL 104
LANDSCAPE ESM'T. LINE VARIES_ �CCL/I�7 !1V CIVVC
2 B�- N, ILLAGE DRIVE TO JURUPA _ {LOOKING -NORTH
N.T.S.
5�-4° BLOCK WALL ON TOP i0
OF CUT- PE STA. 28 +97 R.O.W.
TO FO + 63 RO
94' ..W. Q2 �
i\
2,•
# 0 N
6'-8"BLOCK WALL ON BERM �
STA. 21 +00 TO 28 + 97 � I�
1--$.24
47 1 %.
34'
8' 18' 12'
4.5' 8' 4'
6' 6'
LEVEL
0.50' 0.80' LINE -)040' I I -5
If
3' SEGT/Drl! OF AIC'
47'
34' 13'
18, 12, 2
0 4' 4.5'Q
6 -8 BLOCKWALL ON BERM
STA. 22 + 20 TO 50 + 71
i
r �
0.80' 0. �r 6.241
_ 1 4 1 I
40 1.7% 1.7% V2.59'
0
8
CONSTRUCTION LINE
BEECH AVENUE,
FRoMC'SPLAR iro-
VILLAGE DRIVE C LOOKING NORTH & WEST)
N.T.S.
SEE A10Tc -W-21 SID fQrP LOCAL LSP
R.O.W. 321 3 2' R.O.W.
12' 2 0' 20' 12'
4' 8' 12 12' 8' 4Ell'
LEVEL AV_s
LINE ABLE 0.54
0.00' 0.24' 0.54' 0.30' 4 0. 4' 0.00'
40
/ 2 % 2% 4
8
ELM POPLAR, CATAWBA, CYPRESal
VILLAGE DRIVE EAST-
CEAJ TES' N/KE UP
QUAeTER CROWA/ = .76' 4- H/,CE UF�
TDP LF CURB .24 4- H/XE ZJP f RI&E UP
LANDSCAPE ESM'T. LINE
AC . 33 cSEC T/RIE
DA/ -
2,
Q i
15'- 4" BLOCK WALL ON
R.O.W. R.O.W. TOP OF CUT -SLOPE
47' �- 47' `-
Pr
STA. 52 + 21 TO 69 + 10
13' 34' 3 4' 13' I
2-- 12' 18' 12' 18' 8' /
n BICYCLE TRAIL 2
6'-8" BLOCK WALL ON D 4.5' 4' 4' 8' 4.5' All A
BERM STA. 52 + 21 TO
96+84 6' 6' __- _ - � STA „ 92� 47 CK WALL
ERM
96 + 79
LEVEL 3 0.80'
� , � LINE � rl� r� '
0.50
0.80A 0.40 5 --- - 0.50// I1 1 0.24
/
250 /ir
4°10
7
8
CONSTRUCTION LI NE TO STA . 77+ 43
_ - FROM STA. 77+43
CITRUS AVENUE,
����► [ POPLAR TO DECLEZ CHANNEL .0 LOOKING NORTH & -EAST)
N. T. S.
R.O.W. 10 2' R.O.W.
55 47
FOR
WALL DETAILS, LOCATIONS, STRUCTURAL
CALCULATIONS, SURFACE TREATMENTS, AND
SPECIFICATIONS, REFER TO CITY APPROVED DRAWINGS
OF ELLIOTT/MALONEY PROJECT 870535, SHEETS 1-10
OF 10, W NUMBERS 5,6,7,8,9,10,11,12, S, AND C, AND
ELLIOTT/MALONEY PROJECT 870865, SHEETS 2-W-3,
4-W-5, 5-W-6, 7-W-8, 8-W-9, 11-W-12, 12-W-16, 13-W-17,
14-W-20, 15 -W -L, 16 -W -S, 17 -W -C.
N.T.S.
�PAVEWENT,' TABLIE'l
REFER TO TYP. SECTION 18 12' 18' REFER TO TYP. SECTION POPLAR ( TO STA, 19+75) ,
FOR ELEMENTS NOT SHOWN I FOR ELEMENTS NOT SHOWN;
8 3 ',,.'POPLAR C FROM S�'A,' 19 +7+75Y
2' 4LOCATION OF (LC RB NOSE +CATAV�BA '
' ' „
&HIGH POINT '"�CYPRE'SS c
CONSTRUCTION LINE
'.VILLAGE CSR., EAST
0.80'0.48' o.so' IB_E_E C H. _hUSA
-AVEj
PROFILE POINT OUTLINE OF CURB N SE
NOTES LEFT -TURN LANE OR ACCELERATION LANE SHOWN TO THE LEFT OF CONSTRUCTION
LINE. WHEN OCCURRING TO THE RIGHT OF CONSTRUCTION LINE, REVERSE DIMENSIONS
a SLOPES ABOUT CONSTRUCTION LINE_
r �VidDIFICATI�I� T`d BE��H AVE. ANf� �I�T'RU� AVSr'
SECTIONS AT REDUCED WIDTH MEDIAN ENDS -
,N.TS,
ASL Consulting Engineers
t "RECORD DRAww&" 6-15,W
law i 10
RfV/SED X- SECT/ON �� �+c e 11543
4006D 8L0Ck'PV4LL 1-3-89 I LLI A M 1) L Y)r
NO. DESCRIPTION ENGR ,gPPR. DATE CITY DATE
DESIGNED BY CHECKED BY M.T
R E V I S 10 N S DRAWN BY DATE -_ Mi AY 1987
FORD GRAPHICS 080
SCALE
1 40
F -
a
APPROVED BY
PASADENA
(818) 792-3096
SANTA ANA
(714) 979.1761
PALM SPRINGS
(619) 320-4220
52+$es EXP. AF -31--92
FILE NO.
. 1400.5 �
H
13'
12'
BICYCLE TRAIL
4.5' 4'
0. 50'_
2.5
4 2'
30
34' 13'
26' 8'
4.5 2 tA
8" BLOCK WALL ON BERM
�� STA. 101 + 12 TO 103 + 65
� LEVEL 1 0.80' / r � 1
0.80 LINE 0.40' _ 3 4 0. 50� c/I. �i 0.24
1.25% 1.7'0 .33
4 0
8
CONSTRUCTION LINE
'CITRUS AVENUE
DECLEZ CHANNEL TO- JURUPA (LOOKING NORTH)
N.T.S.
�srREEr ,C/w
T
CURE= 25.DDI
CROWN= .527
r
BLOCK WALL OFFSET AT PMH.
FACE OF szoelw w"i
r Gud/!�s• A ��OC • APPROVED Jolt Z11 1
CITY EN (NEER R.C.E. 18932 2 OF 35
• - y _ T DWG. NO. I804
N.TS.
T c. E iis4 3
e@+ 28+"s Pbofw 2+OOE INixilm 37+95N VNW 2+452 Elm 4+50N
CWW
52+$es EXP. AF -31--92
39+118 14+91E 32+OON 12+598 8+51W
03+05E-
41 +$53 93+05E 24+75N 22+088
78+04E
1 Q+MN 29+008
103+90E
$+DSN 35+153
94+41E
10+2153
CONSTRUCTION
NOTES
Ell,
CONSTRUCT 2-1/2" A.C. OVER 12" COMPACTED NATIVE SOIL
CONSTRUCT CONCRETE DRIVEWAY ENTRANCE PER CITY OF FONTANA STANDARD
DETAIL_40Z:Z� h9,5,
r
2.
CONSTRUCT 3" A.C. OVER 12" COMPACTED NATIVE SOIL
14.
CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STANDARD
3.
CONSTRUCT 3-1/2" A.C. OVER 12" COMPACTED NATIVE SOIL
DETAIL 102-A W=20
4O.
CONSTRUCT CONCRETE CURB AND GUTTER (8" CF) PER CITY OF FONTANA
15.
INSTALL STREET NAME SIGN (FURNISHED AND INSTALLED BY THE CITY)
STANDARD DETAIL 101
16.
CONSTRUCT SIDEWALK RETURN +
5O.
i
CONSTRUCT CONCRETE MEDIAN CURB AND GUTTER (6" CF) PER CITY OF
FONTANA STANDARD DETAIL 1.01 GUTTER SLOPED AWAY FROM CURB
17.
PROTECT IN PLACE
6.
CONSTRUCT STANDARD CROSS GUTTER AND SPANDREL PER CITY OF FONTANA
18.
CONSTRUCT A.C. DRIVEWAY APPROACH '
STANDARD DETAIL 104
7.
CONSTRUCT ASPHALT CONCRETE DIKE PER DETAIL ON SHEET
19.
,.. STRUCT P.C.C. DRIVEWAY APPROACH
8.
CONSTRUCT 4" THICK"CONCRETE SIDEWALK, WIDTH AND LOCATION PER
_
'
PLAN AND TYPICAL SECTION.
21
CONSTRUCT SURVEY MONUMENT WELL PER CALTRANS STANDARD DRAWING A74-8,
TYPE D, ALTERNATIVE NO. 1. MARKER DISK TO BE FURNISHED AND INSTALLED
9.
CONSTRUCT RAMP" CURB RETURN PER CITY OF FONTANA STANDARD DETAIL
BY OTHERS.
104A REVISED
.
22
•
CONSTRUCT CUL-DE-SAC PER CITY OF FONTANA STANDARD DETAIL 126.
ADJUST STORM DRAIN MANHOLES TO GRADE
__
E
11.
ADJUST SANITARY SEWER MANHOLES TO GRADE
1
12.
ADJUST WATER VALVE COVERS TO NEW GRADE' ,
OF FONTANA ,CALIFORNIA
BENCH MARKCITY
-
RR SPIKE ON PP # 574320E AT W
PUBL;C WORKS DEPARTMENT
THE INTERSECTION O F JURUPA
DRAWN
BY
S O U T H R I p G E VILLAGE
SCALE
AVE. AND MULB E PRY AVENUE
itlNC
ELEV. 918.40 `
TYPICAL SECTION r
DATE
DESIGNED BY
'l`1
STREET IMPROVEMENT PLANS
3-11-158,
CHECKED eY
SHEET NO.
r Gud/!�s• A ��OC • APPROVED Jolt Z11 1
CITY EN (NEER R.C.E. 18932 2 OF 35
• - y _ T DWG. NO. I804