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-21 REMOVAL OF EX, S.D. AND CONNECTION EX. CURB & GUTTER
OF INTERIM BLEEDER AND PRESSURE
x SEE DWG. NO. 3144
AIN
IV \�� S/ FOR STREET IMPROVEMENTS
<� 0 RELIEF LINES PER DWG -3-1?
Q). 7*- I
cb- EAST F R U -N N T A b"' E [_�UAD
x SEE PM 15719 PRIVATE
EXIST. S.D. PER DWG. #2783
ON—SITE STORM DRAIN
c� 17 �; I
I I r, I \ PLANS FOR FUTURE If "'t,
I J-] T ":_z:) `,",R, j\j x
u JNA JNA I _r H 1�� EXTENSION OF LATERALS
CURVE LINE DATA TABLE 0
A A
SAIN SEVAINE RD ITEM NO. DEUTA/BEARING RADIUS LENGTH TANGENT ANTE LIU'-\ F_` E LANE
CONSTRUCTION NOTES 34-08'14" 45.00' 26.81' 13.82'
@) N 37-09'48" E --- 10.83' ---
CONST. 11' X 9' (3.35m X 2,74m) CAST—IN—PLACE REINFORCED N 07*50'12" W --- 1 - .51' --- Z_
CONCRETE SINGLE BOX PER CALTRANS STD. D80
44*59'60" 22.50' 7.67' 9.32'
CONST, MANHOLE—CONCRETE BOX STORM E N 37°09'48" E --- 2.70'
DRAIN PER A.P.W.A. STD. PLAN 323-1 _77—N 07°50'12" W --- 6.25' -_-RECORD DRAW
CONST. JUNCTION STRUCTURE—PIPE TO RCB, 44*59'60" 22.5(:` 17.67' 9.32' BENCH MARK: 8-17 CALTRANS BEARINGS:
THE BASIS OF BEARINGS FOR THIS MAP IS THE SOUTH LINE THESE RECOSD DRAWINGS HAVE ;3FE�,N F
PER A.P.W.A. STD. 334-1 N 37-0948" E --- 12.50' --- OF THE NORTHEAST QUARTER OF SECTION 26, TOWNSHIP 1 FREPARED, IN
BRASS CAP IN CONCRETE S.C.E. PART, ON THE BASIS OF �WORMATI()N CO�ApII_Et) AND
CONST. 30" (914mm) R.C.P.,1350—D LOAD, STORM DRAIN N 37'09'48" E --- 11.89' --- TOWER LEG,343 N/O HIGHLAND NORTH, RANGE 6 WEST SAN BERNARDINO MERIDIAN SHOWN AS FURNISHED BY OTHERS. THE ENGIP&En WILL NOT BE
AVE., 0 20 MI. SAN SEVAINE RD.,
2.65 M. W . ALONG HIGHLAND AVE., N 89*37'36" W ON A MAP FILED IN BOOK 88 PAGES 36
--- --- I LO REB PONStOM FOR ANY ERRORS OR OMMOM MjICjq
N 07*50'12" W 6.68' FROM SIERRA AVE. THROUGH 42, INCLUSIVE, OF SURVEY, RECORDS OF
CONST. 24" (610mm) R.C.P.,1350—D LOAD, STORM DRAIN 0 SAN BERNARDINO COUNTY. HAVE BEEN NOORPORKrED INTO T HE DOCUMENTS Aq rn
ELEVATION: 1428.§,090 A RESULT THER60F,
IT zT))7
T -)cc -
C)
C)fy-
+Lj
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CONST. CURB OPENING CATCH BASIN
REV. REVISION DESCRIPTION DATE ENGR. DATE
PER A.P.W.A. STD. 300-2, W=PER PLAN 100� SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT PreparedUnder e Supervision CITY OF FONTANA, CALIFORNIA
_kv)G a s-r.A-r im�& -rD
2411 �ZCr TO MA -T 4,1"9104 ?OE j,
CONST. PLUG (BRICK &MORTAR) W/ 1" CONCRETE MORTAR :kI � PREPARED IN THE OFFICE OF
AT THE END OF RCB / PIPE. COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL MA LE AND ASSOCIATES, INC. STORM DRAIN IMPROVEMENTPLANS
S
DRAW BY: SCALE: HOWN HEREON AND CARRIED FORTH INA DILIGENT MANNER, Na. 6E183 I nP01 CHURCH STREETQTI:� 107 qTTUUTT AWNUR. I 'P=AOP
RANCHO CUCAMONGA, CA 91730
TWO WORKING Expt 9-30-05 * DESIGNED BY- MPSD I;NE B — PHASE I DATE
DAYS BEFORE THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO ull PHONE (909) 948-1311 LP/ATS ,&N MAR.2002
YOU DIG 2 SUAW E/O BEECH AVENUE
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND PP VED - B -1 Y•
I - DRAWING NO:
Date CHECKED BY:
TOLL FREE 1-800-227-2600
E 62183 EXP. 9-30-05 ATS
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. _ , --- — — — --.2-- - 21 3210