HomeMy WebLinkAbout1781-10IJ
Ct 1RVF DATA
Q
DELTA
RADIUS
LENGTH
TANGENT
0
-
Q
09030' J l "
2800.00
4lo4.41
232.74
0
185.38
Q
07037'29"
2782.00
370.22
Q
37029'51"
62.00
40.58
21.04
0
253°43'52"
38.00
168.28
50.67
0
36015'08"
62.00
39.25
20.31
Q
07016'29"
2818.00
357.80
179.14
j
1
IJ
Ct 1RVF DATA
Q
DELTA
RADIUS
LENGTH
TANGENT
0
-
Q
09030' J l "
2800.00
4lo4.41
232.74
0
185.38
Q
07037'29"
2782.00
370.22
Q
37029'51"
62.00
40.58
21.04
0
253°43'52"
38.00
168.28
50.67
0
36015'08"
62.00
39.25
20.31
Q
07016'29"
2818.00
357.80
179.14
U S
o ,A
Na. 25083
�( Exp. 12.31.89
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OF CAti`�
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6+00 5+00 4+00 3+00 2+00
PLANS PREPARED UNDER THE DIRECTION OF:
e Y.— jL?c'k-.V /
RANDAL L. ST ESTER R.C.E. # 25083 DATE
MY REGISTRATION EXPIRES 12-31-89
LARK I N COURT,
REV I S TONS ENGR S CITY
No: Desor ipt, i on s APPROVAL DATE APPROVAL DATE
—
CONSTRUCTION NOTES:
1a—CONSTRUCT toA.C. OVER A.B. PAVING. (ASSUME 4" A.C. OVER '
NATIVE BASE FOR ESTIMATING PURPOSES ONLY. ACTUAL PAVING
THICKNESS TO BE DEj'ERMINED PER PAVING NOTE ON SHEET 1.J
2a—CONSTRUCT 6" CURB 8 GUTTER PER CITY STD. 101.
G)—CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD. 105A.
77 -- CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY STD. 102 CW=16' MAX; X=3') .
EXACT I.OGATION TO E�E DETERMINEP AT TIME OF CONSTRUCTION
CONSTRUCT SIDEWALK DRAIN PER CITY STD. 124—A, MODIFIED PER
SIDEWALK DRAIN DETAIL ON SHEET NO. 2. DRAIN SIZE PER PLAN.
11� INSTALL SINGLE 5800 H.P.S. STREET LIGHT.
CITY OF FNTANA , .CALIFORNIA
-Adams SPUBLIC WORKS DEPARTMENT
ENGINEERS
INC.
Drown by: STREET IMPROVEMENT PLAN Soarer� IVIL r
TORK LARKIN COURT � - 40
Designed by: Dotes • '
Adams * Streator 15 Corporate Park M E L TRACT NUMBER 13135
CIVIL ENGINEERS INC. I r v i n e ► CA 92714 C714) 474-2330
Cheoked bys � �l/�C�� l �Z�'�i D� No. to
✓N.. 686-'0 S E S
Approved INTERIM CITY ENGINEER R.C.E. 25126-
C1
5126 � g10