HomeMy WebLinkAbout5628-6TGT. NO. 4 TGT. NO. 5
STA. 23+19.33 STA. 29+78.64
LAUREL AVENUE ARROW VARD/ WUCKEYE DRIVEARROW EVARD/ FRANKFORT AVENUE
FD. 3 4" IRON PIPE FD. 1-1/4" IRON PIPE
ELEV./1271.17 4 I ELEV.=1270.27 L-1 '--$--30'A
, 14 STA. 10+55.04 II' I „
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TGT. NO. 6
STA. 36+38.99
CL ARROW BOULEVARD/
LOCUST AVENUE LOCUST AVENUE
TGT. NO. 7
STA. 39+63.44
ARROW BOULEVARD/
POHN DRIVE
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TGT. NO. 8
STA. 42+93.58
ARROW BOULEVARD/
LLIAMS ROAD
ARROW BOULEVARD
I- •I. 4 I _ I I
TGT. NO. 9 SPOHN DRIVE
STA. 49+58.91
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_ GE END:
�— ASPHALT CONCRETE REMOVAL
�— PCC REMOVAL
WILLIAMS ROAD ARROW BOULEVARD DUMOND DRIVE MAPLE AVENUE
DEMOLITION NOTES:
Ell SAWCUT AND REMOVE EXISTING AC CURB OR PCC CURB AND/OR GUTTER AS REQUIRED. DEMOLITION NOTES (CONT>i: DEMOLITION NOTES (CONT.):
2] SAWCUT AND REMOVE EXISTING AC/PCC SIDEWALK OR PCC SLAB AS REQUIRED. 10 ADJUST EXISTING WATER/GAS VALVE TO GRADE. 21 ADJUST EXISTING SEWER MANHOLE TO GRADE. \'
❑3 SAWCUT AND REMOVE EXISTING DRIVE APPROACH AND/OR DRIVEWAY ACCESS AS NOTED. 11 STRIPING SHEETS. REMOVE EXISTING SIGN AND RELOCATE AS REQUIRED PER TRAFFIC SIGNING AND I Y
❑4 SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND SUBGRADE AS SURVEY CONTROL- TABLE
REQUIRED. 12 SAWCUT AND REMOVE EXISTING PCC CROSS GUTTER/SPANDREL AS REQUIRED. TGT No. NORTHING FASTING BEARING DISTANCE GRAPHIC SCALE
❑5 REMOVE AND RELOCATE EXISTING WOODEN/CHAIN LINK FENCE INKIND. 13 REMOVE EXISTING PCC CURB RAMP. 4 9981.83 9960.97
5 9972.70 10620.23 S89'12'25"E 659.31'
7� PROTECT IN PLACE AS NOTED. 14 REMOVE EXISTING TREE. 6 9963.42 11280.51
S89'11'41 "E 660.35' 40 0 20 40 80 160
8 ADJUST EXISTING TELEPHONE MANHOLE OR RISER TO GRADE. CONTRACTOR TO COORDINATE 7 9959.06 11604.93 S89'13'49"E 330.14'
16 FONTANA WATER COMPANY TO ADJUST TO GRADE EXISTING WATER METER. S89'13'13'E 330.14'
WITH PACIFIC BELL FOR ADJUSTMENT. CONTRACTOR TO COORDINATE RELOCATIONS AND/OR ADJUSTMENTS WITH 8 9954.57 11935.04 A >
9
❑ FONTANA WATER COMPANY. RECORD DRAWING 9 9945.60 12600.31 S89'13 40 E 665.33 IN FEET)
FOR NEW LOCATION. REMOVE AND RELOCATE EXISTING MAIL BOX. SEE STREET IMPROVEMENT SHEETS (
1 INCH = 40 FEET
Underground Service Alert TKE ENGINEERING, INC.
STREET IMPROVEMENTS SHOULD CONSTRUCTION of THE CITY OF FONTANA, CALIFORNIA
SECTION 4216/4217 OF THE GOVERNMENT Eni 2305 CHICAGO AVENUE REQUIRED IMPROVEMENTS NOT COMMENCE STREET IMPROVEMENT PLANS
CODE REQUIRES A DIG ALERT IDENTIFICATION M. q WITHIN TWO YEARS OF THE DATE OF
«� �r,�Ql Fy �¢, RIVERSIDE, CA 92507 FONTANA AVENUE
y ti APPROVAL SHOWN HEREON AND CARRIED oRawN eY: ARROW BOULEVARD STREET IMPROVEMENTS sc
NUMBER BE ISSUED BEFORE A PERMIT TO '� �^ FORTH IN A DILIGENT MANNER, THE CITY OP AS S130NN
EXCAVATE WILL BE VALID �- No.69984 p (951) 680-0440 POPLAR AVENUE TO RANDALL AVENUE
RING FAx (951) 680-0490 ENGINEER MAY REQUIRE REVISIONS TO DE�6NED By,
DEMOLITION SHEET DAB;
FOR YOUR DIG ALERT I.D. NUMBER CALL �} Exp. -3G--18 �r ARROW BOULEVARD THE PLANS TO BRING THEM INTO OP $ 29+00.00 TO A 49+40t MAY 2017
UNDERGROUND SERVICE ALERT s tv% di` 05-10-18 CONFORMANCE WITH CONDITIONS AND CHmn 8Y: APPROVED Or DATE DRAVNG Na: 08
TOLL FREE 1-800-227-2600 of cfERRY M RENNER R.C.E. No. 69984 ALDER AVENUE TO MAPLE AVENUE STANDARDS IN EFFECT. � a ' l0. 12
TWO WORKING DAYS BEFORE YOU DIG REV. REVISION DESCRIPTION DATE ENGR. CITY DATE XPIRES:9-30-18
CITY ENGINEER R.C.E. No. 51152 5828 13
WF J013 #: 101-73