HomeMy WebLinkAbout3080-477 SCALE: 1 " = 40'
JACKSON DRVE 9 9 9 9 9
SEE SI-EET 3 9 9 9 9 Tk."
9 9
o 0 0 0 0 o_
__ J_ J_ 37 J_ 1 1 3+05.00 NIAGRA o 0 0 0 28 0 11
40 U c0 U c0 39 38 U c0 U v 36 33 32 31 309 �' ,I 27 I TRACT BOUNDARY
to 3+05.00 MESA U _ J_ _J- o
II II II c� N II N II o O
p� 0) - U c0 U c0 U c0 U c0 r (D
n w N �3 cD3 �3 d M� �jU PL N� O rn ao� II O 11 II II
+ U � of n 0) I� t� cfl ^ O II
m+ U o rn ►� + of rn r 0i II 00 3 u? 3 0 3 00 3 - r cv 00
5 P.U.E. + U K N w
O 7 N II + U + + _ 5' P.U.E. + + °D + N r + 7 00
2 I �G O m + + + N m+ + 6 r ai o ao + U o �t m
' -
r7 w �n - �r u) c0 7 r a ,gypcl
0+00.00 NIAGARA D 1�`' 'S0' 1.7 CROWN LINE
�o
+77.00 JACKSON D i g ^� + I+
`L
PROP. SEWER MAIN . 5 N F� '1rO �G� 0 7 w c� - �-
\ Q Q PROP. WATER N ,� ,� ��1 00 on a 0
p� ht` `'0''�� �, 6 1+00 - + h 1 4 g 3+0 4 0 4+0 6+.64 FL MESA MAIN N 89'52 15 E 5 0 _
5 00 in 1 0 34 - _}� _- _ `'_ - -�- - - �_ - I - ,�
WW0077 14 Te S
F� N I j 76.64 FL PROP. SEWER MAI �� 00 0 z
tK
I S - -
PROP. WATER MAIN 1 11O 0 3+39.24 CL DWY --F -
7 ��5 3: CIA
P.U.E. ,fro W=16 H - - - -
I o o 3+52.04 0 7 0 o r 5 P.U.E. o 0 7 r o 13
00
+mrn A M PRC o J_ J_ N J_ J_ �_ O D%
o- ,n N r GB '� U ca U c0 O _ U w U w o U U c0 _, _ o_
to o' m + 12 + 77.'1 T 3+75.79 EC _ oo n n o II u to
^ °D II - o N
+w row 3 II 3 3:
II N�
It
22 23 00 L0co 3
N MATCH LINE STA 3+75.79 II o 20 21 00 00 0) M 24 25 o00
11 ori -
u7U000
SEE RIC#IT r It �+ 11 + U r� 26 + +z
+ + rarw
CONSTRUCTION NOTES & QUANTITIES 9 9 9 9 9 9 9 9
O1 CONSTRUCT 4 1/2- AC OVER 12" COMPACTED NATIVE SOIL (95%)
O5 CONSTRUCT 6" CURB AND GUTTER PER CITY OF FONTANA STD DWG 1003
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ���-Fye MADO E A DI ASSOCIAT SE INC. STREET IMPROVEMENT PLANS
o
X130/03 44f SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, No. 62183�� �+ 10601 CHURCH STREET , STE. 107 DRAWN BY. MJG TRACT NO.11006 SCALE: 1 "=40'
RANCHO CUCAMONGA, CA 91730 NACARA DF�VE
DIAL TWO WORKING 4 FINAL SUBMITTAL 2 25 Exp: 9-30-05 DESIGNED BY. (FROM JACKSON DR. TO MESA DR.) DATE:
/ THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO PHONE (909) 948-1311
BEFORE DAYS BEFORE
3 3RD SUBMITTAL 01/28 Alp AM
CjVj� ��\P o NUGARAADRR.. A LY FROM NUI" DR. FEB, 2002
YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND FOFCAL�FO Date : 2- 'Z�' CHECKED BY: PPR D BY: DRAWING NO.: 4
TOLL FREE 1-800-227-2600 2 2ND SUBMITTAL 12/4 ` RCE 6218 EXP. 9-30-05 '2 - L -07-
A
PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 1 1 ST SUBMITTAL 9/12 STANDARDS IN EFFECT. RC-� MLB C TY ENGINEER R.C.E. 1152 DATE
6
J:\692-1430\streets\STREET04.dwg, 02/25/2002 03:43:28 PM, mig
CURVE TABLE
CONSTRUCT 4" THICK PCC SIDEWALK PER CITY OF FONTANA STD 1015
CURVE
RADIUS
DELTA
LENGTH
TANGENT
K >
57.00
24-37'12"
24.49
12.44
<L>
53.00
139-09'118"
128.72
142.34
(M>
57.00
24-37"12"
24.49
12.44
N >
25.00
89'54'54"
39.23
24.96
0
43.00
89'54'54"
67.48
42.94
P >
295.50
07'07'53"
6.59
3.30
R >
50.00
1 07'33'21 "
39.23
24.96
S
295.50
07'33'22"
38.97
19.51
T
4.50
1 94'08' 1 1 "
7.39
4.84
AVENUE AND BASELINE ROAD
SHOWN ON PARCEL MAP 3218,
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ���-Fye MADO E A DI ASSOCIAT SE INC. STREET IMPROVEMENT PLANS
o
X130/03 44f SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, No. 62183�� �+ 10601 CHURCH STREET , STE. 107 DRAWN BY. MJG TRACT NO.11006 SCALE: 1 "=40'
RANCHO CUCAMONGA, CA 91730 NACARA DF�VE
DIAL TWO WORKING 4 FINAL SUBMITTAL 2 25 Exp: 9-30-05 DESIGNED BY. (FROM JACKSON DR. TO MESA DR.) DATE:
/ THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO PHONE (909) 948-1311
BEFORE DAYS BEFORE
3 3RD SUBMITTAL 01/28 Alp AM
CjVj� ��\P o NUGARAADRR.. A LY FROM NUI" DR. FEB, 2002
YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND FOFCAL�FO Date : 2- 'Z�' CHECKED BY: PPR D BY: DRAWING NO.: 4
TOLL FREE 1-800-227-2600 2 2ND SUBMITTAL 12/4 ` RCE 6218 EXP. 9-30-05 '2 - L -07-
A
PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 1 1 ST SUBMITTAL 9/12 STANDARDS IN EFFECT. RC-� MLB C TY ENGINEER R.C.E. 1152 DATE
6
J:\692-1430\streets\STREET04.dwg, 02/25/2002 03:43:28 PM, mig
O7
CONSTRUCT 4" THICK PCC SIDEWALK PER CITY OF FONTANA STD 1015
RECORD DRCONSTRUCT
DRIVEWAY PER CITY OF FONTANA STD DWG 103
AWING
1 1
INSTALL STREET LIGHT 5,800 LUMEN PER CITY OF FONTANA STD DWG 1016
THESE RECORD DRAWINGS HAVE BEEN PR£>'AR£C, 4''
SCALE I N FEET
PART, ON THE BASIS OF INFORMATION CO�q (,.F^ ,F.-r;�,
FURNISHED BY OTHERS. THE ENGINEER > >
Z
INSTALL STREET NAME SIGNS
BENCH MARK: 360
BASIS OF BEARINGS:
0 40 80 120 160
RESPONSIBLE FOR ANY ERRORS OR t3M;S;;3C�c: i�:� �•
S ;s • •,
13FOR
REMOVE EXISTING BARRICADE & REDWOOD HEADER, AND FEATHER AC PAVEMENT
REMOVE
CITY OF FONTANA BENCH MARK. THE BASIS OF BEARINGS FOR THIS
HAVE BEEN WAWFORAM KM THE DOCUkla TS �Z
A SMOOTH JOIN WITH EXISTING AC PAVEMENT
NAIL IN POLE #1536704E AT
MAP IS NO'02'39"W. BEING THE
A RESULT 71ffEOF
SOUTH WEST CORNER OF LIME
CENTERLINE OF ALMERIA AVENUE AS
AVENUE AND BASELINE ROAD
SHOWN ON PARCEL MAP 3218,
ELEVATION: 137609
P.M.B. 29/15 WAS USED.
Q
OOF
REV.
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
Prepared Under The Supervision Of
CITY OF FONTANA, CALIFORNIA
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ���-Fye MADO E A DI ASSOCIAT SE INC. STREET IMPROVEMENT PLANS
o
X130/03 44f SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, No. 62183�� �+ 10601 CHURCH STREET , STE. 107 DRAWN BY. MJG TRACT NO.11006 SCALE: 1 "=40'
RANCHO CUCAMONGA, CA 91730 NACARA DF�VE
DIAL TWO WORKING 4 FINAL SUBMITTAL 2 25 Exp: 9-30-05 DESIGNED BY. (FROM JACKSON DR. TO MESA DR.) DATE:
/ THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO PHONE (909) 948-1311
BEFORE DAYS BEFORE
3 3RD SUBMITTAL 01/28 Alp AM
CjVj� ��\P o NUGARAADRR.. A LY FROM NUI" DR. FEB, 2002
YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND FOFCAL�FO Date : 2- 'Z�' CHECKED BY: PPR D BY: DRAWING NO.: 4
TOLL FREE 1-800-227-2600 2 2ND SUBMITTAL 12/4 ` RCE 6218 EXP. 9-30-05 '2 - L -07-
A
PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 1 1 ST SUBMITTAL 9/12 STANDARDS IN EFFECT. RC-� MLB C TY ENGINEER R.C.E. 1152 DATE
6
J:\692-1430\streets\STREET04.dwg, 02/25/2002 03:43:28 PM, mig