HomeMy WebLinkAbout3524-84 3 2
46 47 48 49 50
1062.4 1062.3 1062.0 1061.8 1061.6
45
1062.6 '
O
51 52
1061.4 1061.3
8" WA TER
ZY OTHERS
NJ
44 ` J-�BC
--_-� - L --Ll - \<
1062.6+22.08 1 3
��
Typ
R/W 1+00.00, HACKBERRY LN.
7+9J.83 PERSIMMON LN.
_ 3+70.6 EC HACKBERRY LN. 4 q MHN . 55
43 42
C MH NO. 56 40 39 38
41
1061.8 1061.6 1061.4
1062.4 1062.3 1062.1
2 3
53
LINEK;URVE DATA Ti SLE
®0
BEARING/DELTA RADIUS
LENGTH TANGENT
1
28 5727" 293.00'
148.08' 75.66'
2
N89 2925"E --
122.08' --
3
N89 2925"E --
363.02' --
4
N89 2925"E --
363.02' --
2 3
53
54
55
56
1061.2
1061.4
1061.6).
1061.8
1+58
NONE
NONE
TYP.
4
57 58 59
1062.0 1062.2 1062.2
24" RCP SD
PER CITY DWG.
3525
5
09
60 61 62
1062.0 1061.8 1061.6
4+63.02 HACKBERRY LN. 4
MH NO. 57
PROFILE SCALE
HORIZ. 1" = 40'
VERT. 1" = 4'
f 8
BUTTERNUT WY.
' 63 64 65
I( 1062.1 1062.3 1062.6
1 I
I
J
- b----�-- -,
I _I
1+58.84 TYP. 5+9770
R W
8 SEWER XING 8 SEWER XIN -01 1 " WA R SERVICE / 3 8" EWER XING 1
30" RCP SD PER 24" RCP SD P R
ITY DWG. 3525 CITY DWG. 352 (TYP.) 24" RCP SD PER
80 79 CIT DWG. 3525
1060.2
78 77 76 75 74 73 72 71 70 69
1+18.00 (1C)61.61061.8 1062.0 1062.1 1062.1 1061.9 1061.7 1061.6 1061.8 1062.0 68
� 1062.3
8" SEWER
SEVER CONSTRUCTION NOTES:
Ol INSTALL 8" EXTRA STRENGTH VCP SEWER LINE
3O INSTALL 4" SEWER LATERAL & RESIDENTAIL CLEAN-OUT PER CITY OF FONTANA STD. 125
INSTALL 48" I.D. MANHOLE PER CITY OF FONTANA STD. 112
5Q CONSTRUCT CONCRETE BLANKET PER APWA STD 225-1
y
W No.63494
EXP. Se Pt. 30,2W8
Q DATE:¢� •� s�qr C'IVIL P��Q•
4MAHEW C. HICKS . FOF CAL�FO
BENCH MARK: RCE NO. 63494 EXP. 09-30-08
EL = 1077.40
■
wFlIollim
66
1062.9
` 8+26.04 HACKBERRY LN.
MH NO. 58
1
67
1062.9
HACKBERRY LANE
LOT NO.
DESIGN
"AS BUILT" BACKFLOW
PREVENTER
MODIFIED WYE
38
1+58
NONE
NONE
39
2+10
NONE
NONE
40
2+55
NONE
NONE
41
3+13
NONE
NONE
42
3+59
NONE
NONE
43
3+65
NONE
NONE
44
3+62
NONE
NONE
45
3+56
NONE
NONE
46
3+46
NONE
NONE
47
3+34
NONE
NONE
48
2+99
NONE
NONE
49
2+50
NONE
NONE
50
2+07
NONE
NONE
51
1+61
NONE
NONE
52
1+05
NONE
NONE
53 1
1+45
1 1 NONE.
NONE
wFlIollim
66
1062.9
` 8+26.04 HACKBERRY LN.
MH NO. 58
1
67
1062.9
HACKBERRY LANE
LOT NO.
DESIGN
"AS BUILT" pBRA�NToEWR
MODIFIED WYE
54
1+94
NONE
NONE
55
2+46
NONE
NONE
56
2+93
NONE
NONE
57
3+46
NONE
NONE
58
3+93
NONE
NONE
59
4+46
NONE
NONE
60
4+93
NONE
NONE
61
5+46
NONE
NONE
62
6+07
NONE
NONE
63
7+33
NONE
NONE
64
7+92
NONE
NONE
65
8+21
NONE
NONE
66
8+18
NONE
NONE
67
8+15
NONE
NONE
68
8+12
NONE
NONE
69 1
7+71
1 NONE
NONE
wFlIollim
66
1062.9
` 8+26.04 HACKBERRY LN.
MH NO. 58
1
67
1062.9
Q
n
40' 30'20' 10' 0' 40' 80' 0
GRAPHIC SCALE: 1 "=40' Q
I
REV. REVISION DESCRIP110N DATE ENGR. CITY DATE PLANNING ® DESIGN ■ CONSTRUCTION Q
CHISELED BOX IN EASTERLY TOP CURB, O ^'�� OF �OT CALIFORNIAi
TAMARIND AVE.; 60' SOUTH OF TAMARIND QovESSIpN9 -r" 3536 CONCOURS, SUITE 220 V l C U
CT. 500' SOUTH OF SLOVER SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
"ooCOMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �Q���w c' yr �� so9.581.0196 ■ ONTARIO,
09 581.0192 NIA 91764-5592 SEWER IMPROVEMENT PLAN M
- �, www.RBF.com co
BASIS OE BEARINGS_ SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER , N m ° ® ® DRAWN BY: SCALE: 00
CONSULTING M.E. HACB RRY LASE 1" = 40'
IAL Two WORKING BE THE CITY ENGINEER MAY REQUIRE ,REVISIONS TO THE PLANS TO E P� / 0/06 L0
THE BEARINGS HEREON ARE BASED ON THE BEFORE ���.� DAYS BEFORE JOB NUMBER
CENTERLINE OF JURUPA AVENUE SHOWN AS YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND PREPARE UNDE UPR io F: DESIGNED BY: T A X5495 Q
15-100636 <
NORTH 89'04'00" EAST PER PARCEL MAP N0. STANDARDS I N EFFECT . / f�q C1 V 1V ��� R • G APP OVED Y: DRAWING No. Q
TOLL FREE 1-800-227-2600 TF OF a��`�� DATE: �•Z�j CHECKED BY
16074 P.M.B. 278/78-92. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT �(,
1 RECORD DWG. 03/08 MCH MATT EW HICKS RCE NO. 63494 EXP. 09-30-06 R.J.B. 3524 °
CARDO SANDOV L R.C.E. 51152 DATE: 8
HACKBERRY LANE
LOT NO.
DESIGN
"AS BUIL]" pREVENTER
MODIFIED WYE
70
7+21
NONE
NONE
71
6+66
NONE
NONE
72
6+18
NONE
NONE
73
5+66
NONE
NONE
74
5+18
NONE
NONE
75
4+73
NONE
NONE
76
4+21
NONE
NONE
77
3+66
NONE
NONE
78
3+08
NONE
NONE
79
2+66
NONE
NONE
Q
n
40' 30'20' 10' 0' 40' 80' 0
GRAPHIC SCALE: 1 "=40' Q
I
REV. REVISION DESCRIP110N DATE ENGR. CITY DATE PLANNING ® DESIGN ■ CONSTRUCTION Q
CHISELED BOX IN EASTERLY TOP CURB, O ^'�� OF �OT CALIFORNIAi
TAMARIND AVE.; 60' SOUTH OF TAMARIND QovESSIpN9 -r" 3536 CONCOURS, SUITE 220 V l C U
CT. 500' SOUTH OF SLOVER SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
"ooCOMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �Q���w c' yr �� so9.581.0196 ■ ONTARIO,
09 581.0192 NIA 91764-5592 SEWER IMPROVEMENT PLAN M
- �, www.RBF.com co
BASIS OE BEARINGS_ SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER , N m ° ® ® DRAWN BY: SCALE: 00
CONSULTING M.E. HACB RRY LASE 1" = 40'
IAL Two WORKING BE THE CITY ENGINEER MAY REQUIRE ,REVISIONS TO THE PLANS TO E P� / 0/06 L0
THE BEARINGS HEREON ARE BASED ON THE BEFORE ���.� DAYS BEFORE JOB NUMBER
CENTERLINE OF JURUPA AVENUE SHOWN AS YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND PREPARE UNDE UPR io F: DESIGNED BY: T A X5495 Q
15-100636 <
NORTH 89'04'00" EAST PER PARCEL MAP N0. STANDARDS I N EFFECT . / f�q C1 V 1V ��� R • G APP OVED Y: DRAWING No. Q
TOLL FREE 1-800-227-2600 TF OF a��`�� DATE: �•Z�j CHECKED BY
16074 P.M.B. 278/78-92. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT �(,
1 RECORD DWG. 03/08 MCH MATT EW HICKS RCE NO. 63494 EXP. 09-30-06 R.J.B. 3524 °
CARDO SANDOV L R.C.E. 51152 DATE: 8