HomeMy WebLinkAbout1228-D BENCH MARK :
CITY OF RANCHO CUCAMONGA BENCH MARK
NO. 82. CHISELLED " ❑ " IN SOUTH CURB
tp N RETURN. SOUTHEAST CORNER OF HAVEN
t! AVENUE AND WILSON AVENUE .
t!1 .
0 > I ELEVATION = 1817 .926
`on s
V.
N
1960
: AZOP FIN 15NE0
i r SURFACE OVE2 (0 N
0
5T0¢M DQA11.1 �
1 3
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0 r to w 9e > r:
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L 1950 r i 9 O
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8
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= / O
lt? 0
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Y:20.80 O O
M m / 4,�= �� 1940 1980
.40L.F. !8 R�G•P. /
18 L PROPOSED F11J15{-1ED � J
1Q{�Q,� @5=0.1rd97 U SURFACE OVE2 P24POSE0 t=11•itSNED
5Z02M DRAIN // -m SST'012M DeA /�� 5^p.p3?5�0)v 100=14.5 9�9 Y�26.I1
LATERAL. B s v= 15.26
o
1930 � U �i��- r� 'C, � .�� w y/`� a �,� Ol 1
4 6 ��yv .� g 2 m '970
4 / �' O� d / c� (v 9.39 L.F. 24"e.C.P.
N
* D 5-0.290
r
tv' 160o e �
sp 0�\ U � pp N :ao=290
G, op Y-14.91 W 28.2'7 L.F. 24 R.C.P
NOTE: I/ n ,/ � 0 trd00-D 0 5=0.0647
' •t N tF V > 20 AOD 2 CONCRETE OVEe - st r "
/ - U MWF02CEMENT S&P-So v X3LATERAL 0 1960 �' a
1920 A"
of ADD r couceere ovE�?
REI N F02CEMEK1T BAP-9.
� / i' r�5�\ 6 �O� N N �`S�v i / CI7ry
% 209:73 L.F 24" R.C.P. 1400-D N
//�� � �/��� 9�S •C w O C O � 0�0
p �i y�O N Y GjsO Z9p N =
1910 % 1 rti 1950 °0,
•< �J : ao a 296.40 L .F. 24 Q.C.P. 1400-0/ 407
W
4�
198.00 L.F. 24"12.C.P 1400-0 1 r' K U r i L_L 0
/ HORIZ 1 "= 40' N K�
N N
164-00 17+00 18+00 19+00 204-00 2( +00 --VERT. 1-~_ e' 22+00 23+00 24+00 25+00 264-00
PLAN 1 "= 40' �E
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ON 0a/
VF
0,
WIL=SERW 8
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c� OINSTALS 24.
R . C . P . STORM DRAIN
N
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1'I 8n K
r j Q A ;� ?Z 2D CONST. MANHOLE "A" PER CITY STD . NO . 510
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r - ao wa
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pN V 3 Ce O CONST. CATCH BASIN NO . 3 PER CITY STD . NO. 504
N // j Q /L4 ? • a o A/p �� CONST . LOCAL DEPRESSION PER CITY STD . NO . 518
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L=59.59 5.51 115.00 1 112.61 1 155.00 4
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mt L'11 5.69 ^ 107.56
115.00 115.00 41 .85
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DES.
RIPTION of REVISION
DATE APPROVED5 CD 34 w 33 d ow a 3O
4 CITY OF RANCHO CUCAMONGA
TRACT N0 . 12650
STORM DRAIN PLAN AND PROFILE
CAN I STEL AVENUE
DATA DATA CANISTEL AVENUE
-- _- - - . -_ -- 1--- - - - - _ - - - RADIUS LEN./DIST . T ANG1.N1
I a DEL TA/BE.ARING RADIUS LEN./DIST . TANGENT DE-I.-TA/BEARINGAPPROVED BY DATE
O
12024' 45" 350 . 00 75 . 82 38 .06 Ot N 20- 09' 37"W 23 . 40i�
B g° 180301' MO. 00 24.07 (2.2 l N 43- 39' 32"E 30 . 27 CITY ENGINEER RCE No . 22397
Oc 1 3° 58' 27" 350 . 00 87 . 80 44 . 12 O N 24' 12' 05"W 11 . 39 DE I GN MADOLE --AS C I ATES RECOMM NPE-D
100SV20'r 1 50 .00 27.61 13.9 L 5029' 5 " 160.00 14.99 7.20 j` v --'M' CONSULTING CIVIL ENGINEERS Dy A• 5�Z 88
- - -- - 4 0 -z -- --- - s�.
O AND LAND RS
21 ° 1 7' 33" 150.00 55 . 74 28 . 20 0 DRAWN 1820 E. 116thASStreet SHEET
p SANTA ANA. CALIFORNIA 92701 S 5
0 1 4° 1 1 ' 15" 550.00 160 . 95 80 . 89 PHONE 714 835--2548 - - OF
O 78° 02' 10" 45 . 00 61 . 29 36 . 40
�� ` ;: ' CHECKED RCE NO. 14A14 DRAWING NO .
H 08° 51 ' 10" 1 590 .00 1 91 . 15 45 . 67 - � No
DATE �1 _1->>� FILE