HomeMy WebLinkAbout1783-283
4
.3 N
0
T -FR -rl-\ C T � HILLSIDE DRIVE �WA 021 1
5Et fl/CHT HMON
10 11171
11171.
32 Z-ne
. 38 L.ti tl • S6' °� 89.63
Nom- °n o h
-7' f�J'G`• C}., _ � V � Nw w, Y � 47
o (18.29 7C. J
yo �J
A s ��� L �X/ST/NG 9TOfI�1�1 D!/A/N DY DTh/fi9S
`T
LM.
NUE
1pti 0
X 0 45I 05 9 /NT fZ1W I-)Z1Z"e
6 3� A/[ L s/Of vmmf
NU
46" 27'29"
DRIVE
/M// A/D. 2
33. 3!l '
0
IfeGUR1/0' TOTAL
17, 0/'
8 9.3'
3 1l"IfeP. S7DAl1 Df/A/N G!/RI/E AaW
1002.00'
(D
¢ CWWr IN; TO C.
20 0a/
0
CUM I%5r1ifiN
le.
m9.'o 1
cZAO flerUffN
'to. DO'
/7.03
CZ41P fl�rllf6N
182.00
TRANSITION TO 8" C.F.)
OCONSTRUCT
0
mpl Z3 2�"
'gm.Cb
0
000'00 "
Z0.00'
20. D0 '
c 1�$ lffrulfN
-v
®
7° 161 Z6"
/790
37°
W 44'
Q
O
R
� pox �ti�•
HILLSIDE
DRIVE
/M// A/D. 2
33. 3!l '
?2. so `
IfeGUR1/0' TOTAL
17, 0/'
8 9.3'
3 1l"IfeP. S7DAl1 Df/A/N G!/RI/E AaW
/93.3Z'
Jv. 9�o'
¢ CWWr IN; TO C.
3z.08
z0.68'
CUM I%5r1ifiN
30.6
m9.'o 1
cZAO flerUffN
'M191 /
/7.03
CZ41P fl�rllf6N
TRANSITION TO 8" C.F.)
OCONSTRUCT
31.44'
Gl1R� c�RVC
X721 '
��.84
¢ C(/RI/� W7AL
0/ 4-Z'
20. D0 '
c 1�$ lffrulfN
-v
6410 )v7z-j1VV
/790
Mflp e619Ve 8 C. TO 6. C.1f
DRIVEWAY APPROACHES)
F3'
CURVE TOTAL
L
T
COMMENTS
CURVE- DATA
Em
v �
PIT. efz 10214? w12
o�
r
imm
30
u
r -rR,,-/-\r -r 0 14 0 2 1 J
EL M ��yo
ve.
3z ' ��
DGE CR ¢ T �\
r
J\1 J, 1-4 02 1 J
HILLSIDE
DRIVE
09 CONSTRUCT RAMPED CURB RETURN PER
CONSTRUCTION NOTES:
FOWTANA STANDARD DETAIL 104 A.
OCONSTRUCT
3" A.C. OVER'12" COMPACTED
10 CONSTRUCT CATCH BASIN NO. 2 PER
NATIVE SOIL,
L.A.C.F.C.D. DWG NO. 2-D162.
2O
CONSTRUCT CONCRETE CURB AND,GUTTER (6".C.F.)
11 CONSTRUCT CATCH BASIN NO. 3 PER
PER CITY OF FONTANA,STANDARD DETAIL 101..•
L.A.C.F.C.D. DWG NO. 2-D163.
OCONSTRUCT
CONCRETE CURB AND GUTTER (6" C.F.
TRANSITION TO 8" C.F.)
OCONSTRUCT
STANDARD CROSS GUTTER AND SPANDRELL
13 CONSTRUCT 18" R.C.P. CLASS IV
PER CITY OF FONTANA STANDARD, DETAIL 104.
OCONSTRUCT
4" THICK CONCRETE SIDEWALK WIDTH
BENCH MARK
AND LOCATION PER PLAN. (QUANTITY EXCLUDES
DRIVEWAY APPROACHES)
RR SPIKE ON PP 674320E AT
o
ADJUST MANHOLE COVERS TO GRADE PER DETAIL 109.
THE INTERSECTION OF JURUPA
�
AVE. AND MUL,BERRYAVE.
O
CON57RUCT JUNCTION STRUCTURE No -2 PER L.A.c.FC.D.
ELEV. 918.40
Dw6 No. 2 - 0112
e
t
a`
2
v �
PIT. efz 10214? w12
o�
r
imm
30
u
r -rR,,-/-\r -r 0 14 0 2 1 J
EL M ��yo
ve.
3z ' ��
DGE CR ¢ T �\
r
J\1 J, 1-4 02 1 J
REV. DATE
E
31 32
o �
o
qo
ro �r
F-' r) /\ C - -vim \I � ^� r � �•
A
33
10
BEECH AVE.
I _ I
12
rla2,pl�2
4 •AO it, y 0t)2
IIS' 43
5�•51�P 2 •f�.� ��� `��
r r� r r50.
p�,� 4, Q��
Ae 0 2
QC�fT Q
IMPAOUf�kIf NT3 R51 A• 5• L Go
J � t�
1 0
/NfRASTRUCTUi9f PLANS ��`� �� �p�.
r.
I r� I ' p� � u*VN
q0-
27 v 9�w
--- �
eX/5r/Na ' - OO* 80.05'
5rplfM SAA/iV S1' s;� r� I.� -°33� ` . oho
TV.
9o.00 r. c •is R.e.t
3 f1P.639a. 80.75'
�X/S.7/NO 30"f1 C.P. Q
L�8.86 ,V, I y�SC' 5TD/Ih1 NA/N/gY071IM- C�' 0 9 • ; \
L=;52-67 9 /� o`°�` o G 0 4 L�I.S. 82 �o �o� 9 5fE Sf/T 4109 /°A1VrXC V 4 °�
/Ot53. �/ �O\ /OtS�•3/ �' S 3¢ Z � <�9t. � I�,n� � � •'� I � '
o. L a1
C� ¢7 co
�.�.�. 90 , 9 07 2 8 0
2 8
cJ tc ?5 p� 2
7 � -� � 9 --jo � , • Zy z5
e �. /$ /S , 0 1 P
3 g y �P `p�1 34 � 3� I
m � 9f /I/d//;rN�f/i0N � w� � �1� _ SEf sN�� T
-,� P �� ��� E 57.579 /i�s3.so DAYBREAK LANE
A PL ET R E E � ,� esti ,�.��� APPCE'
D STA
LANE , �, � -Z
e ��
r IR .,-\ C r �. � J 1 J , � �J -.r J � �REE LA
� � 00 �� ST. ST
7.
I'sv 10x°��1 = 50. STA 0 9/. 55 j� Z
PEA Z.A C. i•a D VNS No 2 -,0 //2
S4'f Ii�TA/L 511,ff7- 5
810 .,v
NO. RCF- 40982
EXP. 3-•31-91
CIM.
OF CAS-��
Musser Engineering Consultants Inc. CITY OF FONTANA , CALIFORNIA 9 9
2698 MATARO STREET (818)568- 2465 PUBLIC WORKS DEPARTMENT
PASADENA, CALIFORNIA 91 107 Drawn by : PA SOUTHRIDGE VILLAGE Scale: 1••= 40'
Approved : TRACTS 1!0:14027 - I , - -14027 Date:
�d 8� Designed by:
GE (3E MUSSER R.C.E. 40982 Dae zK STREET IMPROVEMENT PLANS 1117le9
Checked by: Lr. Z:C 3-� Dwq. No. 2
DESCRIPTION DATE C WC -13j3 AS5OC • Approved
CITY ENGINEER R.C.E. 251 6 1~%63..Appj S
HILLSIDE
DRIVE
09 CONSTRUCT RAMPED CURB RETURN PER
CONSTRUCTION NOTES:
FOWTANA STANDARD DETAIL 104 A.
OCONSTRUCT
3" A.C. OVER'12" COMPACTED
10 CONSTRUCT CATCH BASIN NO. 2 PER
NATIVE SOIL,
L.A.C.F.C.D. DWG NO. 2-D162.
2O
CONSTRUCT CONCRETE CURB AND,GUTTER (6".C.F.)
11 CONSTRUCT CATCH BASIN NO. 3 PER
PER CITY OF FONTANA,STANDARD DETAIL 101..•
L.A.C.F.C.D. DWG NO. 2-D163.
OCONSTRUCT
CONCRETE CURB AND GUTTER (6" C.F.
TRANSITION TO 8" C.F.)
OCONSTRUCT
STANDARD CROSS GUTTER AND SPANDRELL
13 CONSTRUCT 18" R.C.P. CLASS IV
PER CITY OF FONTANA STANDARD, DETAIL 104.
OCONSTRUCT
4" THICK CONCRETE SIDEWALK WIDTH
BENCH MARK
AND LOCATION PER PLAN. (QUANTITY EXCLUDES
DRIVEWAY APPROACHES)
RR SPIKE ON PP 674320E AT
O8
ADJUST MANHOLE COVERS TO GRADE PER DETAIL 109.
THE INTERSECTION OF JURUPA
AVE. AND MUL,BERRYAVE.
O
CON57RUCT JUNCTION STRUCTURE No -2 PER L.A.c.FC.D.
ELEV. 918.40
Dw6 No. 2 - 0112
REV. DATE
E
31 32
o �
o
qo
ro �r
F-' r) /\ C - -vim \I � ^� r � �•
A
33
10
BEECH AVE.
I _ I
12
rla2,pl�2
4 •AO it, y 0t)2
IIS' 43
5�•51�P 2 •f�.� ��� `��
r r� r r50.
p�,� 4, Q��
Ae 0 2
QC�fT Q
IMPAOUf�kIf NT3 R51 A• 5• L Go
J � t�
1 0
/NfRASTRUCTUi9f PLANS ��`� �� �p�.
r.
I r� I ' p� � u*VN
q0-
27 v 9�w
--- �
eX/5r/Na ' - OO* 80.05'
5rplfM SAA/iV S1' s;� r� I.� -°33� ` . oho
TV.
9o.00 r. c •is R.e.t
3 f1P.639a. 80.75'
�X/S.7/NO 30"f1 C.P. Q
L�8.86 ,V, I y�SC' 5TD/Ih1 NA/N/gY071IM- C�' 0 9 • ; \
L=;52-67 9 /� o`°�` o G 0 4 L�I.S. 82 �o �o� 9 5fE Sf/T 4109 /°A1VrXC V 4 °�
/Ot53. �/ �O\ /OtS�•3/ �' S 3¢ Z � <�9t. � I�,n� � � •'� I � '
o. L a1
C� ¢7 co
�.�.�. 90 , 9 07 2 8 0
2 8
cJ tc ?5 p� 2
7 � -� � 9 --jo � , • Zy z5
e �. /$ /S , 0 1 P
3 g y �P `p�1 34 � 3� I
m � 9f /I/d//;rN�f/i0N � w� � �1� _ SEf sN�� T
-,� P �� ��� E 57.579 /i�s3.so DAYBREAK LANE
A PL ET R E E � ,� esti ,�.��� APPCE'
D STA
LANE , �, � -Z
e ��
r IR .,-\ C r �. � J 1 J , � �J -.r J � �REE LA
� � 00 �� ST. ST
7.
I'sv 10x°��1 = 50. STA 0 9/. 55 j� Z
PEA Z.A C. i•a D VNS No 2 -,0 //2
S4'f Ii�TA/L 511,ff7- 5
810 .,v
NO. RCF- 40982
EXP. 3-•31-91
CIM.
OF CAS-��
Musser Engineering Consultants Inc. CITY OF FONTANA , CALIFORNIA 9 9
2698 MATARO STREET (818)568- 2465 PUBLIC WORKS DEPARTMENT
PASADENA, CALIFORNIA 91 107 Drawn by : PA SOUTHRIDGE VILLAGE Scale: 1••= 40'
Approved : TRACTS 1!0:14027 - I , - -14027 Date:
�d 8� Designed by:
GE (3E MUSSER R.C.E. 40982 Dae zK STREET IMPROVEMENT PLANS 1117le9
Checked by: Lr. Z:C 3-� Dwq. No. 2
DESCRIPTION DATE C WC -13j3 AS5OC • Approved
CITY ENGINEER R.C.E. 251 6 1~%63..Appj S