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SOUTH
CURVE DATA
NO. A R L T
9A
37° 29' 40.29'
825.00'
539. 88'
280.01'
8E
33027'48.00"
850.00'
496.44'
255.52'
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86° 14' 21. 8 I '
35.00'
52.68'
32. 78'
10
89"53'05.28"
35.00'
54.91'
34.93'
17, 81JUNIPERAVE. 82
HIGHLAND
REV. REVISION DESCRIPTION
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DIAL TWO WORKING
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A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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DATE ENGR. CITY DATE
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.
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PROFILE SCALE
HORIZ: 1' = 40'
VERT: 1' = 2'
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CONSTRUCTION NOTES: V-
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2 I PROTECT IN PLACE.
5 D w
J 2 REMOVE EX I ST I NG P. C. C. , A. C. , PAVEMENT. OR. SO I L.
3 CONSTRUCT 6% INCH THICK ASPHALT CONCRETE OVER 4 INCH THICK Z
AGGREGATE BASSE MATER I AL.
3A COLD MILL 0. 1' OF EXISTING A. C. PAVEMENT AND OVERLAY 0. 1 ' OF A. C. PAVEMENT.
�4 CONSTRUCT 8 INCH CURB AND GUTTER PER CITY OF FONTANA Q
STD. PLAN NO. 1003.
y O CONSTRUCT 4 INCH P.C.C. SIDEWALK PER CITY OF FONTANA
i STD. PLAN NO. 1015. Q
�6 CONSTRUCT GRADED SWALE PER TYPICAL SECTIONS SHEETS 4-6. Z
M 6A CONSTRUCT LOCAL DEPRESSION (H=4') AT CATCH Q
BASIN PER A. P. W. A. STD PLAN NO. 313- 1 —I
4 + 10 ADJUST MANHOLE FRAME AND COVER TO GRADE. _
- 0 0 ADJUST MANHOLE FRAME AND COVER TO GRADE BY OTHERS.
II ADJUST WATER VALVE FRAME AND COVER TO GRADE.
RELOCATE EXISTING STREET LIGHT AND/OR POWER POLE BY OTHERS. _
CV
h,T 19 CONSTRUCT ACCESS RAMP PER CITY OF FONTANA STD. PLAN NO. 1006.
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20 CONSTRUCT 24 -INCH RCP, 2000-D (SEE STORM DRAIN IMPROVEMENTS SHEET 2.
- - - `�� W DRAWING 3001 FOR TRENCH DETAIL AND NOTES)
BANDON EXISTING INLET AND SEAL TE)P PER APWA STD. PLAN V)
SOUTH HIGHLA D AVE. N89'50' 11 " W
N w =
`I -I AND eONNEeT NEW PIPE.
-----------------------"----------- ---------------_..___-_-__...._ , ^ '� `n p.11blC�.l�.! If`T nnn ..gin , r- I rn l ��E r�r PER
DETAIL
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---- �— CROSS-REFERENCE NOTES=
I. FOR TITLE SHEET, SHEET INDEX AND MAP, GENERAL NOTES, TYPICAL SECTIONS,
\� -rn = 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.
rn 3. PER DRAINAGE IMPROVEMENTS SEE DRAWING NO 3001 SHEETS 1-7
-------------------------------------------...............
4. EXISTING STORM DRAIN ELEVATIONS PER DWG NO. 2481 SHOWN HEREON ARE WITH
w RESPECT TO BENCH MARK ON THE TITLE SHEET, DWG NO. 2887.
20 10 0 20 40 60 80 100
AVENUE
SCALE: 1'=40'
PLANS PREPARED BY:
CITY O FONTANA
QFESS
A. I 1
W WILLDAN
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STREET IMPROVEMENTS
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13191 Crossroads Parkway North, Suite 405
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DRAWN BY:
SOUTH HIGHLAND AVENUE
SCALE:
Industry, CA 91746-3497
„� No. C060153 ,' �'
(562) 908-6200
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* EXP. 03-31-04 *
UNDER THE SUPERVISION OF:
OM SSS' WE OF JUNIPER AVE. TO
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DESIGNED BY:
DATE:
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NJ/SB/CZ
690' WE OF TERRA AVE.
04-14-030
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CARLOS A. NO R.C.E. 60153 DATE
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2997
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CITY ENGINEER R.C.E 51152 DATE.
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