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IDD HOR[Z' I--
15—R 14+00 15+00 16+00 0 0 18+00 19+00 20+00 21+00 22+00 VERT: r= If
m rm%
ag- m PROPOSED 120 SEWER GWHIC SW
EXISTING
1 4800-227-2600
TOLL FREE -,ND SERVICE ALERT
A PUBLIC SERVICE BY UNDERGRO...
CURVE TABLE
0 RADIUS DELTA
LENGTH
TANGENT
A 35.00' � 89'59'41"
54.97'
35.00'
B 35-00' 90'00#19n
54.98'
3r, QA'
REV.
REVISION DESCRIPTION
Off"RESS
A 11 A
MINY WAY
PER CITY D W__ G NO. 3606
SEE SHEET. 5
LEGEND.
INDICATES PROPOSED A.C. PAVEMENT
INDICATES REMOVE EXISTING A.C. PAVEMENT
INDICATES OVERLAY EXISTING A.C.PAVEMENT
INDICATES REMOVE & REPLACE EXISTNG A.C. PAVEMENT
DATE I ENGR. I CITY I DATE
SHOULD CONSTRUCTION OF REQUIRED
IMPAIZOVEMUM 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
CONDITIONS AND STANDARDS IN EFFECT
PER CITY DWG. NO. 3609
AVENUE
BASIS OF BEARING5:
BEARINGS ARE BASED ON THE CENTERLINE OF CITRUS AVENUE
BEING NORTH 00*00'13" EAST AS SHOWN ON TRACT 16568, RECORDED IN
MA%P BOOK 300 , PAGES 59-62 , RECORDS OF SAN BERNARDINO COUNTY.
PREPARED FOR:
YOUNG HOMES
10370 TRADEMARK STREET
RANCHO CUCAMONGA,
CA 91730
(909) 291-7600
ORIGINAL BENCHMARK
CITY OF FONTANA BM -361
R.R. SPIKE IN PP NO. 1536697E AT THE SW CORNER
OF BASELINE �VENUE AND SULTANA AVIENUE.
ELEVATION: j'%65.01, SINCE DESTROYED
V
SITE BENCHMARK
SW CORNER �EC. 31, T.1N., R.%�, S.BM.-2" I.P.
WITH BR 'P, C E
,ASS -S-M. AT TH INTERSECTION OF
BASELINE AV9!UE AND CITRUS AVENUE.
I
aEVAT101ht 1395, L6
as
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A.C. PAVEMENT
4
(IN FEET)
CONSTRUCTION NOTES imm 4OFT
CONSTRUCT 4.5' AC PAVEMENT (MIN) OVER 12" OF 95% COMPACTED NATIVE SOIL
(SEE GENERAL NOTE 31 & 32)
2 CONSTRUCT 8' PCC CURB & GUTTER PER CITY SID. DVIIG. NO. 1003
3 CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. DWG. NO. 104, W=81
4 CONSTRUCT 4' PCC SIDEWALK PER CITY SID. DWG. NO. 1015, WIDTH & TYPE AS SHOWN ON PLAN
5 CONSTRUCT CURB ACCESS RAMP PER CITY SID. DWG. NO. 1006
6 CONSTRUCT LOCAL DEPRESSION PER A.P.WA SID. DWG. NO. 313-1, AS SHOWN ON SHT 2
(CASE AS SHOWN ON PLAN)
7 CONSTRUCT CATCH BASIN PER A.P.WA SID. DWG. NO. 300-2, AS SHOWN ON SHT 2
(WIDTH AS SHOWN ON PLAN)
INSTALL 9500 LUMEN HPSV (100 WATr, 110) LUIVINAIRE
PER CITY DWG. NO. 1016
G)_ SAWCUT & REMOVE EXISTING AC PAVEMENT TO A CLEAN STRAIGHT LINE (1' MIN.)
GRIND & OVERLAY EXIS77NG PAVEMENT FOR SMOOTH TRANSITION AS SHOWN ON PLAN AND DETAIL ON S14T 2
ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY SID. 109
L
INSTALL 4* & 6" IRRIGATION SLEEVES
RELOCATE EX. POWER POLE (BY OTHERS)
REMOVE EXISTING (TYPE AS SHOWN)
CONSTRUCT PCC DRIVE APPROACH PER CITY SID. DWG. NO. 1005, W=12'
INSTALL ONE, CLASS I DELINEATOR, FLEXIBLE POST, PER CALTRANS SID. PLAN A73C
CONSTRUCT 8" ASPHALT CONCRETE DIKE PER CITY SID. DWG. NO. 136
CONSTRUCT 2- AC PAVEMENT (MIN) OVER 12- OF 95% COMPACTED NATIVE SOIL
(SEE GENEI?AL NOTE 31 & 32)
REMOVE AND REPLACE EXISTING AC DRIVEWAY PER DETAIL HEREON
1415.37 EXISTING EDGE OF PAVEMENT 19 1416.31 1416.71 FL
1415.07 EP D
-P'6�L_ —
FL
. . . . . . 1416.46 8 1' 14+93
4� RAD.
4.3' 1416.77 FL 2
3.4'
77
15+12
16
17 16
17 FUTURE CURBZ 16 1417.75 TC
1417.08 FL
16 AT 22' RT.
DRNWY - N
16 M C-4
. . . . . . CO
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DIKE DETAIL AT OUTLET
NIS PROPOSED OUTLET STRUCTURE
SEE CITY DWG. NO. 3610
Prepared By:
ALLARD ENGINEERING
Civil Entpearing - Land Surve7ing - Land Flanntnq
L
Fontana, California 92335
(909) 356-1815 Fax (909) 356-1595
L___' Z -1!8-c '!� I
David S. Hirnmer, R.C.E. 43976 Date
(expires 6/30/'2005)
OV'ESS /0 CITY OF FONTANA CALIFORNIA
S. Hq W OFFSITE STREETIM DD
u IXOVEMENT PLAN
0 DRAWN BY. TRACT N
No. 43976 Q. 16572 AVENUE SCALE: 1"=40'
m CYPRE� AVENUE 9661 'LY OF BASEUNE
Exp. 6/30/05 DESIGNED BY. DATE:
RC ZTO 10?;t F WA
'�N
aAVENUE FEBRUARY, 2005
-1 CIVI CHECKED Bj�_ AP B7 DRAWING NO.: 3 /
OF'CAL ml ot- IZ/ 4 -
r\(:� P" ENGINEER R.0 F 51 52 1 3607 .17
Fillename: M:\dwq\15916\fincI design\STREETS\OFFSITE\16572-ST03.dwg