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2� �Q �Q 4 LOCATIONS OF PUBLIC UTILITES SHOWN HAVE BEEN
°roti X23 �° °�,`•' c �Q og5 0°'�6°Nlbl W DETERMINED FROM AVAILABLE INFORMATION. HOWEVER IT
° ° 4 +� °�• Q SHALL BE THE RESPONSIBILITY OF THE CONSTRACTOR TO
9 0 11ENUE o,- 12`�-N" DETERMINE THE TRUE LOCATION AND ELEVATION IN THE
��' moo, �°' FIELD OF ANY EXISTING UTILITIES AND TO EXERCISE PROPER
Q PRECAUTIONS TO AVOID INJURY OR DAMAGE THERTO,
W ` _ -- _-._- - _ a, _... - -- �, - T'`UNDE GROUND SERVICE
CL ,CONTRACTOR SHALL CON -TACT , R
- -
-
p _ 4 ALERT FOR UTILITY LOCATION BEFORE EXCAVATION AT 1-800-
422-4133.
_ 3 G
5 .STERILANT REQUIRED UNDEP ALL AC PAVEMENT.
6ALL EXPOSED'CONCRETE SURFACES SHALL
ADJOINING
]NORTH V 1441111111111 T MOW
NTS
._
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CONFORM IN GRADE, COLOR AND FINISH TO ALL _
Al ���
E RELOCATED
CURBS A.ND SIDEWALKS:
R/w 14 FI R 7 7 PROTECTIVE MEASURES SHALL BE TAKEN BY THE
TO BE REMOV BD
3s' ADD'L R W . 30' EXISTING R/W `N '' CONTRACTOR SO AS NOT TO CAUSE ANY MUD, SILT, OR
TO B REMOVED 7 D NTO PUBLIC OF ADJACENT
661 R/w DEBRIS TO BE DEPOSITE O
54'* PROPERTY AT ALL TIMES DURING CONSTRUCTION. ANY MUD
301 - CONSTUCTION NOTES/ESTIMATE OF QUANTITIES
OR DEBRIS ON PUBLIC PROPERTY SHALL BE REMOVED
42' 0 ---CONSTRUCT PCC DRIVEWAY APPROACH 210 SF IMMEDIATELY. DUST SHALL BE CONTROLLED BY WATERING
131± 131±PER CITY STND. 103 W-16 OR OTHER APPROVED METHOD THROUGHOUT THE GRADING
PRELIMINARY SECTION TO BE USED FOR QUANTITY ESTIMATE ONLY a -•--CONSTRUCT 8 PCC CURB & GUTTER PER 126 LF
0.5' 6' 10' 1 FINAL SECTION TO BE DETERMINED BY SOILS TAKEN AFTER ROUGH CITY STND. 101, AND CONSTRUCTION OPERATIONS.
8 CARE SHOULD BE TAKEN TO PREVENT GRADES,
QRADING (TI=,8)
X1.47% TO 2' :¢ �3 ---4 .INSTALL 6" AC OVER 6" AGG BASE* - 160 TONS AC FROM UNDERMINING STREET
2% —�..DITCHES,- --
2
2r � `_ 160 TONS BASE AN CITY
D
_ 1.'J1IMP
2.os �� _ PAVEMENT `NOTES 4 INSTALL MIN 0.1 AC OVERLAY260 SF IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE
_
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ENGINEER MAY. REQUIRE TEMPORARY GUNITE SWALES,
4.Op0/Q F
1 THE CITY -PUBLIC WORKS INSPECTOR MAY REQUIRE AT HIS/HER 0 ------CONSTRUCT 6' PCC .SIDEWALK PER CITY _ 660. SF
.ENTERING OF LEAVES IMPROVEMENTS.
:a
OWN DISCRETION, THAT THE CONTRACTOR SUBMIT A SOILS REPORT STND.
4: _ -
5 11 - = _ - - _ _ : 9 ALL PAVEMENT OR CONCRETE REMOVALS SHALL BE
3 �, g WITH CALCULATED R VALUES AND GRAVEL EQUIVALENTS FOR THE _ . �6 - REMOVE EXISTING AC PAVEMENT 378 SF
_ _ _ .SAWCUT. X -
VERIFICATION OF A PROPER PAVEMENT THICKNESS. REMOVE EXISTING TREE ** 3 3 EA
TYPICAL
TION BASELINE ROAD
BENCHMARK
11d81'gl'OUlld S@NICE Aleft BRASS DISK STAMPED 67.5 LOCATED AT THE
INTERSECTION OF CITRUS &BASELINE.
Call: TOLL FREE
1.800
422-4133
2 PAVEMENT SECTIONS SHOWN ARE MIMINUM AND SUBJECT TO SAWCUT EXISTING AC PAVEMENT
REVISIONS AND APPROVAL OF THE CITY AS MAYBE REQUIREd BY SOILS.
TEST TAKEN AFTER COMPLETION OF ROUGH'GRADING. *ESTIMATED FOR PERMIT PURPOSES.
** A SEPERATE TREE REMOVAL PERMIT SHALL BE OBTAINED
FROM THE CITY PLANNING DIVISION PRIOR TO ANY REMOVAL
OR RELOCATION OF TREES.
YOU DIG ELEVATION 1395.00
TWO WORKING DAYS BEFORERIVERSIDE BLUEPRINT RIVERSIDE, CALIF.
L•i*1y:�
SIONS1. THATCHER ENGINEERING' t.: CITY & ASSOCIATES
AT E APPROVAL DATE
LIP
34636 COUNTY LINE RD. STE. 34
YUCAIPA, CA. 92399
(909) 795-1419
CIVIL ENGINKERING
LAND PLANNING 9URV4YING
IIE
Melvin W. Thatcher., Ill R.C.E. 3996.4. Exp. Dec.
0
QgOFESS►0\
MELVIN W.
THATCHER III
No. 39964
� CIVIL
ENGINEERING
OF Cpl\EO�
1.1993
126 LF
CITY. OF FONTANA, CALIFORNIA
DRAWN BY SCALE
KM STREET IMPROVEMENT PLANS 1 -20 HORIZ.
DESIGNED BY 1"=2' VERT.
MWT BASELINE AVENUE
CHECKED BY DATE
JOB NO. APPROVED 3- A Vi4 DR. N0. SHT. NO.
19002 cry c