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_ 02 CITY OF RANCHO CUCAMONGA BENCH MARK
. : W- NO. 82. CHISELLED " [I" I N SOUTH CURB
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_ 35 0l 11 W I LDERNESS DR I VE
`t m o $ L 1$ oN\-° Q r CONSTRUCTION NOTES :
1.� I DATE APPROVE
DESCRIPTION of REVISION
J
WILDERNESS DRIVE c fns INSTALL 48" R.C.P. STORM DRAIN CITY OF RANCHO CUCAMONGA
SEE AT RIGHTS ®-- INSTALL 36" R.C.P. STORM DRAIN
Q 2► INSTALL 30 R.C.P . STORM DRAIN
O NO RT H W 1 W D PLACE �- INSTALL 24" R.C.P . STORM DRAIN TRACT NO . 1
�- INSTALL 18" R.C.P . STORM DRAIN
DATA DATA �- CONST. MANHOLE "A" PER CITY STD. NO. 510 STORM DRAIN PLAN AND PROFILE
Q DELTA/BEARING RADIUS LEN./DIST. TANGENT DELTA/BEARING RADIUS LEN./DIST. TANGENT �-^ CONST. JUNCTION STRUCTURE "A" PER CITY STD. N0. 508
(�• ce*. . cATc�H Fi" &iW We 4 reK GITy wn=% Na mom
O N 58049' 00"W 4.50 0 43059' 46" 45.00 34.55 18. 18 tro CONST. CATCH BASIN NO. 3 PER CITY STD. NO. 504
0 45000' 00" 45.00 35.34 18.64 O2 28°46' 35" 440.00 220.99 112.88 CONST. LOCAL DEPRESSION PER CITY STD. NO. 518
Oc N 0001 ' 06"W 275.82 0 N 30002' 25"W 11 .31
� I� gB
OD 130 47' 54" 340.00 81 .88 41 . 14 4 N 440 42' 41 "E 32.25 ,ar"Essrny C I TY ENG I NEER RCE No . 22_397
E ° " 3 .40 05 N 31 0 02' 39"W 5.30 4\ TON 4��.
(� 76 23 16 45.00 59.99 5 0
.p y„ DESIGN MADOLE��►tVt3 SOC I RTES RECOMM NDED
CONSULTING CIVIL ENG I KERS Q► >D S
0
09033' 02" 590.00 98.35 49.29 - 0 N 58049' 00"W 11 .31 = No. 14814 AND LAND PLANNERS
Q N 21051 ' 19"W 11 .39 0 N 35°22' 41 "E 42.85
«p 9_31.� K ��. DRAWN 1820 E. 16tH scr..>t SHEET
SANTA ANA. CALIFORNIA 92701
O N 33021 ' 12"E 28.43 Oe N 7501 1 ' 00"E 131 .39 s cwn_ ;�
PHONE 714 835-2548 - r OF
r
�q f CHECKED RCE No. i4a14 DRAWING NO .
OI e�1•o1s' 20"� 2�1. 1a Q N 75002' 25"W 18.58
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s&-w-1 o6"E 10 • 7m io 1J 7G" 11 I Do "1< 12•DO
DATE [�-1-ffi'7 F I LE No 37-�
LINE "A" & LINE "B" 12650-4. - 8I0.54] PF: 126504 405 16-Nov-87 04: 10 PM / 110-722-1