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SOUTH
CURVE DATA
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SOUTH
CURVE DATA
NO.
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L
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7A
89053'07.68''
35.00'
54891'
34.93'
7B
90006'52.33''1
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OLEANDER AVE,
REV.
D
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE I-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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HIGHLAND
REVISION DESCRIPTION I DATE I ENGR. I CITY DATE
Ooe4W1/t/l 2/- 1-A
GRADE-0—NORTWIEP
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L.D. W
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0 0 EMEMENN' I =0
ON OEM M I
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PROFILE
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= 40'
VERT: 1'
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0 0 EMEMENN' I =0
ON OEM M I
MINIM mmmm ME
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SCALE
HORIZ: I'
= 40'
VERT: 1'
= 2'
TA. 53+61,5.9
/L S UT IGH A D AVE
dET IL ON 5HEE7
E .FS.bVE
C-AL--� F -f I P1
mm m mmmmmmm mm mm —I I --- m I liffiam
Ell IN ENE No m NEON No 0
IN NNE, 0 NONE: NNE
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42 IMP
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0-0 No 0 a 0 0 MEMNON 0 0
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so MEN No
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57
20 10 0 20 40 60 80 100
SCALE: 1'=40'
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT MANNER, THE
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
PLANS TO BRING THEM INTO CONFORMANCE WITH
STANDARDS IN EFFECT.
W%
.1
505.30 INV.
X -.29 -' RCP
QN C� _R
HALVE ; IF E L. EV
_' 1
CONSTRUCTION NOTES:
on I PROTECT IN PLACE.
Q
' 2 REMOVE EX I ST I NG P. C. C. , A. C. , PAVEMENT, OR SO I L.
Q
c O3 CONSTRUCT 6% INCH THICK ASPHALT CONCRETE OVER 4 INCH THICK
N AGGREGATE BASE. MATERIAL.
3A COLD M I LL 0. 1 ' OF EX I ST I NG A. C. PAVEMENT AND OVERLAY 0. 1 ' OF A. C. PAVEMENT.
a O6 CONSTRUCT GRADED SWALE PER TYPICAL SECTION SHEETS 4-6.
10 ADJUST MANHOLE FRAME AND COVER TO GRADE.
II ADJUST WATER VALVE FRAME AND COVER TO GRADE.
- " - "--- - 13 REMOVE EXISTING TREE,
15 RELOCATE EXISTING STREET LIGHT AND/OR POWER POLE BY OTHERS.
20 CONSTRUCT 24 -INCH RCP, 2000-D (SEE STORM DRAIN IMPROVEMENTS SHEET 2,
CV DRAWING 3001 FOR TRENCH DETAIL AND NOTES)
1 r ....
lF
PRO
.-=f�V Wv
26 REMOVE EXISTING DRAIN INLET.
C) �-- •
Z_ W
_ _IV) Q •
V 30 CONSTRUCT 18 -INCH RCP (D -LOAD PER PLAN)
-m
C 36 REMOVE INTERFERING PORTION OF EXISTING PIPE.
z
M z
o.---------------------------------------------------------- - — -z ------
0 0 -1
o CROSS-REFERENCE NOTES=
AVENUE
I. FOR TITLE SHEET, SHEET INDEX AND MAP, GENERAL NOTES, TYPICAL SECTIONS
AND APWA STANDARD PLANS SEE DRAWING NO. 2997 SHEETS 1-12.
2. CONTRACTOR SHALL MAINTAIN GRADES AT CENTER LINE EVEN THOUGH REMOVALS
EXTEND BEYOND CENTER LINE.
3. EXISTING STORM DRAIN ELEVATIONS PER DWG NO. 2481 SHOWN HEREON ARE WITH
RESPECT TO BENCH MARK ON THE TITLE SHEET, DWG NO. 28878
PLANS PREPARED BY:
,pESSJCITY O FONTANA
A.
W WILLDAN
STREET IMPROVEMENTS
13191 Crossroads Parkway North, Suite 405
Industry, CA 91746-3497 DRAWN BY: SOUTH HIGHLAND AVENUE SCAIp:- '
L-0 No. C060153 ,� (562) 908-6200 D B/ BM I =40'
* EXP. 03-31-04 * UNDER THE SUPERVISION OF: DESIGNED BY: OM 293' WE OF NDER AVE. TO DATE:
Jfgl 01V1V ���Q' NJ/SB/ 607' E OF DER AVE. 04-14-03
OF a���� -!�¢ /0:3 CHECKEDR VED B , ZZ DRAWING NO.: 19
3
CARLOS MANO R.C.E. 60153 DATE CZ CITY ENGINEER R. 2997 3
C.E 51152 DATE: