HomeMy WebLinkAbout3210-3ONEILI 5w
CONST. 11' X 9' /3.35rn X 2.74rn\ CAST—|N—PLACE REINFORCED
CONCRETE SINGLE BOX PER CALTRANS STD. D80
CONST. JUNCTION STRUCTURE—PIPE TO RCB,
PER A.P.VV.A, STD. 334-1
CONST. 30° (914mrn) R.C.P.'1350—D LOAD, STORM DRAIN
CONST. 24" (010rnrn) R.C.P.,1350—D LOAD, STORM DRAIN
CONST. CURB OPENING CATCH BASIN
`~ PER A.P.YV.A. STD. 300-2, YV=PER PLAN
CONST. PLUG (BRICK 8cWORTAR) W/ 1° �� CONCRETE MORTAR
AT THE END OF RCB / PIPE.
ITEM NO.
CURVE Z
DELTA/BEARING
LINE DATA
RADIUS
TABLE
LENGTH
TANGENT
� ^
��
SUMMIT AVENUE
-71
40
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311
MPSD UNE B - PHASE I
DATE:
DESIMED BY:
LP/ATS
SWS NAM TO E/O BEECH AVEMM#
MAR. 2002m
Dote
CHECKED BY-
ATS
Y.
DRAWING NO.
32 10
RICE 62184 EXP. 9-30-05
RECORD DRAWING
THESE REr*f'0 DRAWINGS HAVE BEEN PREPARED, IN
PART, ON THE BASIS OF INFORMATtON CONWILED AND
FURNISHED BY OTHERS. T14E ENGINEER WILL NOT BE
HAVE BEEN NCORPORATED INTO THC DOOUMEM A$
BENCH MARK: 8-17 CALTRANS __Bk!�VS a BEARINGS -
THE BASIS OF BEARINGS FOR THIS MAP IS THE SOUTH LINE
J3RASs CAP IN CONCRETE S.C.E. OF THE NORTHEAST QUARTER OF SECTION 26, TOWNSHIP 1
TOWER LEG,343 N/0 HIGHLAND NORTH, RANGE 6 WEST SAN BERNARDINO MERIDIAN SHOWN
AV 0 20 MI. 0 SAN SEVAINE RD., N 89*37'36" W ON A MAP FILED IN BOOK 88 PAGES 36
21�� LONG HIGHLAND AVE.,
FROM SIERRA AVE. 11-IROUGH 42. INCLUSIVE, OF SURVEY, RECORDS OF
ELEVAIION: 1428.6090 SAN BERNARDINO COUNTY.
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
STORM DRAIN IMPROVEMENT PLANS
10601 CHURCH STREET, STE. 107
DRAWN BY:
DJ
SUMMIT AVENUE
-71
40
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311
MPSD UNE B - PHASE I
DATE:
DESIMED BY:
LP/ATS
SWS NAM TO E/O BEECH AVEMM#
MAR. 2002m
Dote
CHECKED BY-
ATS
Y.
DRAWING NO.
32 10
RICE 62184 EXP. 9-30-05