HomeMy WebLinkAbout5189-35' 6' 10' 6' 5'
AG AG
>, 1645.59 TC
8 C&G ��' 8„ 10„'�c 1644.76 FLS '��°6a�`' n 8"C&G
_ �---- ----�
0.60%
00 9�
R �
$ a ^' !�CZ
of a. a. cx. to
= �= :3
CATCH BASIN # 1
FLOW BY
CASE "A"
N
W
N
CD
� p �
N
0
rlz
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
o TOLL FREE 1-800-227-2600
o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
a
PROPOSES —
A.C. PAVEMEa
36” STORM
DRAIN PER DWG. 5114
8" SEWER fi::::::.;.;.
DRAIN PER DWG. 5113
P4.. c
10+69.13 BCR
1645.72 TC
EXISTING R/W
.....�.....:..... _.-. ............ .............:. ......... w
G
W-
1' 2'
MIN_ JUIN_
SEE SHEETTR. NO 188251
PER �WC# 5
'M2
FLORENTINE AVENUE
8" WATER
..--BY OTHERS
19
IT AVENUE
SAVCUT AND J
L `GRIND EXIST. PREWOVE
24
EXISTING
AC PAVEMENT
EXISTING A.C. PAVEMENT
A.C. PAVEMENT (MIN. 0.1' THICKNESS)
AND OVERLAY
(MIN. 0.1' THICKNESS)
TYPICAL PAVEMENT JOIN DETAIL
NTS
REV.
REVISION DESCRPTION
DATE
ENGR.
CITY
DATE
SHOULD CONSTRUCTION Of REQUIRED
IArIPROVEMENTS NOT COMI'NENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER, THE CITY ENGINEER MAY
REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
PREPARED FOR:
STRATHAM HOMES, INC
2201 DUPONT DRIVE SUITE 300
IRVINE, CA 92612
TEL (949) 833-1554
BASIS Of BEARINGS.'
THE BASIS OF BEARINGS FOR THIS MAP WAS TAKEN FROM THE SOUTH LI
OF THE SOUTHEAST QUARTER OF SECTION 10, TIN., R5W., S.B.M. AS
SHOWN ON RECORD OF SURVEY, R.S. 35/9, BEING: N89'30'06"E
BENCHMARK
CALTRANS BENCHMARK N0. 8-17 BRASS CAP IN CONCRETE S.C.E.REQUIRE
TOWER LEG. 343' N/0 HIGHLAND AVE., 0.2 MI. W/0 SAN SEVAINE RD.,
IN SOUTH CONCRETE BASE OF S.C.E. TOWER 19.5; 2.65 MI. WEST
CONDITIONS AND STANDARDS IN EFFECT
ALONG HIGHLAND AVE. FROM SIERRA AVE.
ELEVATION = U21M
z
5FIRA05F woo 16005
f' 'T.ih
(psi)
1 Nth s 40u.
CONSTRUCTION NOTES
8 ADJUST MANHOLE FRAME do COVER TO GRADE PER CITY STD. PLAN 2000
10 CONSTRUCT 8" PCC CURB & GUTTER PER CITY STD. PLAN NO. 1000
11 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 1006, W=6'
12 CONSTRUCT 6.5" AC PAVEMENT (MIN.) OVER 12" MIN. OF 95X
COMPACTED NATIVE SUBGRADE, NOTE 32
13 INSTALL 16,000 LUMEN HPSV LUMINAIRE PER CITY STD. PLAN 404
do CONTRACTOR TO MATCH EXISTING STREET LIGHT DECOR STYLE
14 CONSTRUCT 8" CURB ONLY PER CITY STD. PLAN NO. 1000
16 SAWCUT AND REMOVE EXISTING A.C. PAVEMENT PER DETAIL ON SHEET 3
17RIND EXISTING AC PAVEMENT (MIN. 0.1' THICKNESS) AND OVERLAY
(MIN. 0.1 THICKNESS)
19 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO. 3003
SEE DETAILS THIS SHEET
CURVE TABLE
RADIUS DEITA LENGTH TANGENT
A 66.71' 173274" 20.42' 10.29'
B 4.00' 144'24'33" 10.08' 12.46'
QRpFESS/ON
DRAWN BY:
No. 79086 rrn
r CV
ul DESIGNED BY.-
Exp.
Y:Exp. 3/31/16 DBW
F CIV 1 L ��`P CHECKED BY.
OF CA1.%F JAB
CITY OF FONTANA CALIFORNIA
STREET IMPROVEMENT PLANS
TRACT 18915 scams:
AS NOTED
SUMMIT AVENUE paw:
STA,108+3367 TO- STA 113#W24 February, zoos
P VED -BY• i
��nr�: z ' � � / 5189 3
CITY ENGINEER R.C.E. 51152 4
Filename: I:\Strathom Homes -129\3.5 AC\DIYG's\FlMAL DESIGN street\TR 18915 ST 03.dwg