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TRAS�RE
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4i+00 14+00 15+00 16+00 17+00 18+001 PLAN 1"= 40' 119+00 20+00 21+00 22+00 2J+00 24+00 25+00
jI
40
54'
SIERRA LA KES PKWY
APNJ
DESIGN STA.
AS—BUILT STA.
BA CKFL 0 14/
226-183-17
24+99
NO
226-183-18
24+40
NO
226-183-19
23+73
NO
226-183-20
22+46
NO
226-183-21
21+19
NO
226-183-22
19+92
NO
226-183-23
18-1-65
NO
226-183-24
17+38
NO
226-183-25
16+11
NO
226-183-26
14+85
NO
226-183-27
14+09
NO
SCALE IN FEET
40 80 120 1
0
AINSDALE WA Y OAK HILL WA Y
CONSTRUCRON NOTES:
(D— INSTALL 8" EXTRA STRENGTH V.C.P. SEWER.
Q_ CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF
FONTANA STD. DWG. NO. 112 (0=48').
INSTALL 4" EXTRA STRENGTH V.C.P. SEWER LATERAL PER
CITY OF FON TANA STD. DWG. NO. 725.
No. 615
THE BEARING OF NOO'12'J6"E ALONG
THE CENTERLINE OF CATAWBA AVENUi
RAILROAD SPIKE AT INTERSECTION AS SHOWN ON RECORD OF SURVEY,
OF CITRUS AVE. AND LOS CEDROS FILED IN BOOK 10J, PAGES 1 AND 2,
AVE., IN POWER POLE NO. 9011E OF RECORDS OF SURVEY, WAS USED
ON THE EAST SIDE OF CITRUS AVE. AS THE BASIS OF BEARINGS FOR THIS
71 FVd Tlnm- 146759 IMAP.
REV. REVISION DESCRIPTION DATE ENGR, CITY DATE
SHOULD CONSTRUCTION OF THE REQUIRED ES
IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS < 6e Jes &
OF THE DATE OF APPROVAL SHOWN HEREON AND §) 05,
1-1
CARRIED FORTH IN A DILIGENT MANNER, THE CITY uJ aNa. 65195 0—
(b
ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO co
E 9-30 05
BRING THEM INTO CONFORMANCE W,pITH CONDITIONS xp: C/V�
AND STANDARDS IN EFFECT. OFCAQ
Prepared Under The Supervision Of
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
10601 CHURCH STREET , STE, 107
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311
Rm
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------5,'0
PROP. EP '5, — — — — — — — — —
— — — — — '0 75 EXIST, EP
EX DATER
J:\826-1739\sewer\sewCatawbaO2,dwa. 04/05/2004 02:01:28 PM. miu