HomeMy WebLinkAbout5649-6Z 0 0 "'1 U 14+13.73 CANDLENUT WAY 64
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YES NO
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80.17'
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10
12+34
PE= 1463.7
17
NO
11
PE=1466.7
YES
1 09'42'58"
12
14+63
NO
13
15+17
YES
14
160
PE=1462.9
15
16+14
YES
16
16+63
YES
17
17+12
NO
18
PE= 1462.0
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19
18+09
24
20
18+58
YES
21
19+13
NO
150
19+65
18
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57
10+56
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58
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Z 0 0 "'1 U 14+13.73 CANDLENUT WAY 64
C3 r- E=1454.5 1 CL SMH #10
Q �� N $ 4 PE=1453.3 CASEY WAY
CD n= 4 PE=1452.22 /�
7 3 - SEE SHEET 2
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_ - CAPSTONE STREET
5 11 �' A w
PE=1450.0= N 1 67 12' 18' 18' 12'
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30' 30'
4" SEWER LATERALS TRACT 18987
LOT NO.
DESIGN STA. "AS -BUILT"
STA. BACKWATER
YES NO
5
10+07
YES
LENGTH
6
10+32
YES
04'08'52"
7
10+99
YES
999.00'
8
11+53
YES
C
9
12+14
80.17'
NO
10
12+34
20'48'39"
NO
11
13+27
YES
1 09'42'58"
12
14+63
NO
13
15+17
YES
14
15+71
YES
15
16+14
YES
16
16+63
YES
17
17+12
NO
18
17+60
NO
19
18+09
YES
20
18+58
YES
21
19+13
NO
22
19+65
NO
23
20+13
NO
57
10+56
YES
58
11+05
YES
59
L 11+89
NO
f_ 0 60'
IN59z
5$ PE=1452.9
CANDLENUT WAY
4 1 57 PE=1451.9 12' 18' 18' 12' SEE SHEET 5
PE=1450.8 O 30' 30
O 6 ' CONSTRUCTION NOTES
W E LLSTO N E WAY 1 CONSTRUCT 8" EXTRA STRENGTH V.C.P. SEWER MAIN GRAPHIC SCALE
2 CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 2001 40 0 20 40 80 160
12 3220 2032,12 REDSTONE WAY SEE SHEET4
3 CONSTRUCT 4" V.C.P. SEWER LATERAL &HOUSE CLEANOUT PER CITY STD. DWG. NO 2005 11111111116%11 1
4 CONSTRUCT SEWER BACKFLOW VALVE (IN FEET)
SEE SHEET 4 1 INCH = 40 FT.
0
h
0�
v
Q REV. REVISION DESCRIPTION ENGR. DATE CITY DATE BASIS OF BEARINGS: Prepared By: CITY OF FONTANA, CALIFORNIA
C) O SHOULD CONSTRUCTION OF REQUIRED Prepared For: 011�OFESS/
IMPROVEMENTS NOT COMMENCE WITHIN THE SOUTH LINE OF THE NE 1/4 OF SECTION 26, T1 N, ALLARD ENGINEERING O Q Z K. ZV
CT I ��, �,� ��l �, SEWER IMPROVEMENT PLANS
TWO YEARS OF THE DATE OF APPROVAL R6W, S.B.M. PER RECORD OF SURVEY 88/36-42, � 0 y y
LENNAR HOMES " Civil Engineering - Land Surveying - Land Planning O
SHOWN HEREON AND CARRIED FORTH INA BEING: N 89'37 36 E (n a; o _ DRAWN BY: TRACT NO. 18987 SCALE:
0 980 MONTECITO DRIVE 16666 Seville Avenue - No. 85349 m DBW/HMG
DIAL DILIGENT MANNER, THE CITY ENGINEER MAY SUITE 302 Fontana, California 92335 DESIGNED BY: CAPSTONE STREET DATE:
o TWO WORKING CORONA CA 92879 BENCHMARK: (909) 356-1815 Fax (909) 365-1795 Exp. 6/30/18
BEFORE DAYS BEFORE REQUIRE REVISIONS TO THE PLANS TO pByy October, 2017
w
YOU DIG YOU DIG TEL 951 817-3545 CALTRANS BENCHMARK #8-17 ��� � s �-
BRING THEM INTO CONFORMANCE WITH (0 >q CIVIL AP OVED BY' 6
o TOLL FREE 1-800-227-2600 FAX (951) 951-3650 BRASS DISK LOCATED IN S.C.E. TOWER LEG LOCATED J tii T�, E CHECKED BY: DRAWING NO.:
~o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CONDITIONS AND STANDARDS IN EFFECT 343' N/0 1-210, 0.2 MILES WEST OF SAN SEVAINE RD. ROBERT K. ALLARD, A.C.E. 65349 A O' CAO RKA DATE: �� ' ��� 5649
EL= 1428.609 (expires 6/30/2018) CITY GI ER C.E. 5115) 6
Filename: IAWalker\DWGS\FINAL DESIGN\SEWER\SEWER SHT 6_dwo
CURVE &LINE
TABLE
RADIUS
DELTA
LENGTH
TANGENT BEARING
A
999.00'
04'08'52"
72.32'
36.18' -
B
999.00'
13'18'32"
232.05'
116.55' -
C
999.00'
04'35'53"
80.17'
40.11' -
D
595.00'
20'48'39"
216.11'
109.26' -
E
595.00'
1 09'42'58"
100.90' 1
50.57' -
f_ 0 60'
IN59z
5$ PE=1452.9
CANDLENUT WAY
4 1 57 PE=1451.9 12' 18' 18' 12' SEE SHEET 5
PE=1450.8 O 30' 30
O 6 ' CONSTRUCTION NOTES
W E LLSTO N E WAY 1 CONSTRUCT 8" EXTRA STRENGTH V.C.P. SEWER MAIN GRAPHIC SCALE
2 CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 2001 40 0 20 40 80 160
12 3220 2032,12 REDSTONE WAY SEE SHEET4
3 CONSTRUCT 4" V.C.P. SEWER LATERAL &HOUSE CLEANOUT PER CITY STD. DWG. NO 2005 11111111116%11 1
4 CONSTRUCT SEWER BACKFLOW VALVE (IN FEET)
SEE SHEET 4 1 INCH = 40 FT.
0
h
0�
v
Q REV. REVISION DESCRIPTION ENGR. DATE CITY DATE BASIS OF BEARINGS: Prepared By: CITY OF FONTANA, CALIFORNIA
C) O SHOULD CONSTRUCTION OF REQUIRED Prepared For: 011�OFESS/
IMPROVEMENTS NOT COMMENCE WITHIN THE SOUTH LINE OF THE NE 1/4 OF SECTION 26, T1 N, ALLARD ENGINEERING O Q Z K. ZV
CT I ��, �,� ��l �, SEWER IMPROVEMENT PLANS
TWO YEARS OF THE DATE OF APPROVAL R6W, S.B.M. PER RECORD OF SURVEY 88/36-42, � 0 y y
LENNAR HOMES " Civil Engineering - Land Surveying - Land Planning O
SHOWN HEREON AND CARRIED FORTH INA BEING: N 89'37 36 E (n a; o _ DRAWN BY: TRACT NO. 18987 SCALE:
0 980 MONTECITO DRIVE 16666 Seville Avenue - No. 85349 m DBW/HMG
DIAL DILIGENT MANNER, THE CITY ENGINEER MAY SUITE 302 Fontana, California 92335 DESIGNED BY: CAPSTONE STREET DATE:
o TWO WORKING CORONA CA 92879 BENCHMARK: (909) 356-1815 Fax (909) 365-1795 Exp. 6/30/18
BEFORE DAYS BEFORE REQUIRE REVISIONS TO THE PLANS TO pByy October, 2017
w
YOU DIG YOU DIG TEL 951 817-3545 CALTRANS BENCHMARK #8-17 ��� � s �-
BRING THEM INTO CONFORMANCE WITH (0 >q CIVIL AP OVED BY' 6
o TOLL FREE 1-800-227-2600 FAX (951) 951-3650 BRASS DISK LOCATED IN S.C.E. TOWER LEG LOCATED J tii T�, E CHECKED BY: DRAWING NO.:
~o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CONDITIONS AND STANDARDS IN EFFECT 343' N/0 1-210, 0.2 MILES WEST OF SAN SEVAINE RD. ROBERT K. ALLARD, A.C.E. 65349 A O' CAO RKA DATE: �� ' ��� 5649
EL= 1428.609 (expires 6/30/2018) CITY GI ER C.E. 5115) 6
Filename: IAWalker\DWGS\FINAL DESIGN\SEWER\SEWER SHT 6_dwo