HomeMy WebLinkAbout3514-16BUCK POINT LANE
(1/4/("H 5/H11.)//V SEE SHT 7
LOCAL DEPRESSION DETAIL (05.46TC
CASE A) Bc
, 04.96 FL
EC U
70 aC
rTJ
WI
F0 01
�{ tl SQUARE TOP LANE
SEE SH T. 8
5' I I �5r, 5'
EASEMENT
I
11
24 25 ROP R/W
BCR
13.39TC, 12.89FL
j
12+Jl.90 ECR
(0 Lo�cl: L in 11.87TC, 11.37E
x_
LINE TABLE
'03'41 '\E
LINE
BEARING
LENGTH
L 1
N79'46' 12 "W
41.04
L2
N 10' 14'04 "W
41.04
L3
N 10'25'04 "E
40.99
L4
N79'34'401E
40.99
WI
F0 01
�{ tl SQUARE TOP LANE
SEE SH T. 8
5' I I �5r, 5'
EASEMENT
I
11
24 25 ROP R/W
BCR
13.39TC, 12.89FL
j
12+Jl.90 ECR
(0 Lo�cl: L in 11.87TC, 11.37E
x_
CURVE TABLE
'03'41 '\E
P.U.E. & SIDEWALK
FA LENT
CURVE
DELTA
RADIUS
LENGTH
TANGENT
Cl
10' 1745 "
105.50
18.96
9.50
C2
110'27 52"
60.00
115.68
86.43
C3
895222"
35.00
54.90
34.92
C4
10°1745"
105.50
18.96
9.50
C5
90'07'38"
25.00
39.33
25.06
C6
89'5222"
25.00
39.21
24.94
C7
10'21'23"
105.50
19.07
9.56
C8
90'07'38"
35.00
55.06
35.08
C9
110150'25"
56.00
108.33
81.24
C 10
10'21 '23"
105.50
19.07
9.56
Cil
895222"
55.00
86.27
54.88
C 12
90'07'38"
53.00
83.37
53.12
WI
F0 01
�{ tl SQUARE TOP LANE
SEE SH T. 8
5' I I �5r, 5'
EASEMENT
I
11
24 25 ROP R/W
BCR
13.39TC, 12.89FL
j
12+Jl.90 ECR
(0 Lo�cl: L in 11.87TC, 11.37E
x_
'03'41 '\E
P.U.E. & SIDEWALK
FA LENT
20'
20'
3 PROP 8" WATER .,
5.5 T RA C T NO,_,
V
'
15
16427
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PROP R/W 40
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'03'41 '\E
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41 BCR
18.43TC. 17.93FL
14+98.88 ECR
�.JOTC, 16.86FL
5
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6s� c' ''s�
W11
1+ 4J.877cl CB A9
L11 TLE 0"'HA DR 6 VE
H-4 H =0.16
CATCH 05IN
LOCAL DEPRESSION DETAIL (CASE A)
1"_- 10,
TOLL FREE ®1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
J
57
mill
15013410,50:105 x-oo • ����
i...... •...,600 M_li
U N
W=166''
55 ORO
EC FT
18.23TC, 17.73FL N ^ O
N
5+52.00 cl LITTLE SHAY DR
=1.3+31.30 cl WA DL W L C6 a� ci rn ^ °�
RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
PART ON THE BASIS OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
A RESULT THEREOF.
a
140-36637
�+��1-•ilk
�o
Ln � � � O Q)06 06
00 L0
Gi
do
N� Nao
PA RKSIDE WA Y DETAIL
SCALE: 1 " = 30' SEE SHEET 14
CONS TRUC TION NOTES
CONSTRUCT 3" AC PAVEMENT (MIN.) OVER 4" CL 11 C.A.B.
(SEE GENERAL NOTES 31 & 32).
CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003.
5� CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006.
CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015.
CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102
"W" PER PLAN.
a CONSTRUCT LOCAL DEPRESS/ON PER A.P.W.A. STD. PLAN 313-1 AND DETAIL HEREON.
ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY
�-t-• BENCH MARK: # 8-17 BASIS OF BEARINGS:STD. NOS. 109 & 130.
` CALTRANS BENCHMARK #8-17. A THE BASIS OF BEARINGS FOR THIS MAP 10 INSTALL STREET NAME SIGN PER CITY STD. N0. 139.
BRASS CAP IN THE CONCRETE BASE OF IS THE CL OF LYT(,E CREEK RD.
THEORD 11 INSTALL STREET LIGHT, KING LUMINAIRE # K118E-EAR-11-100 (MOG)-HPS-120-
343'SOUTH LEG OF AN SCE TOWER SHOWN AS N00'12 35 E ON RffNORTH OF HIGHLAND 0.2 M/ WEST OF SURVEY MAP FILED IN K14 -PR -HSS -TSS -SCE (HEIGHT=14.5)
OF SAN SEVAINE RD., 2.6� M/ WEST R.S.B. 111/99-103
OF SIERRA AVE.
E1 FVATION- 1428.609
REV. REVISION DESCRIPTION DATE I 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
RFC_ Taw(--,. V-b?,TRACT llogn Mol It du WQ 11111fito CONDITIONS AND STANDARDS IN EFFECT.
R
Prepared Under The Supervision of : CITY OF F O N T A N A, CALIFORNIA
PREPAER
ED IN THE OFFICE OF
MADOAND ASSOCIATES, INC. PRI VA TE STREET IMPROVEMENT PLANS
10601 CHURCH STREET , STE. 107DRAWN BY:
RANCHO
(909) G948 A 3 9ALE:
1MAIS 1730 C TRACT NO. 16427 SCALE:
SHOWN
DESIGNED BY:, DATE:
7LIT
12"EF - T SHA Y DRIVE AUGUST 2003 w
1-1
Date 1144 CHECKED B . APP OyED DRAWING NO.: 16
R.C.. 36637 EXP. 0 -30-04 0
2 <��-
3514K. la40L' Z
GB ENGINEER R.C.E. 51152 DATE 18 1
J:\126-1769\Streets\ST16.dwa. 02/19/2004 09:18:37 AM. DM
'03'41 '\E
3 PROP 8" WATER .,
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175
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60 59
58 -
5
EG ick o981
�o
.rs
6s� c' ''s�
W11
1+ 4J.877cl CB A9
L11 TLE 0"'HA DR 6 VE
H-4 H =0.16
CATCH 05IN
LOCAL DEPRESSION DETAIL (CASE A)
1"_- 10,
TOLL FREE ®1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
J
57
mill
15013410,50:105 x-oo • ����
i...... •...,600 M_li
U N
W=166''
55 ORO
EC FT
18.23TC, 17.73FL N ^ O
N
5+52.00 cl LITTLE SHAY DR
=1.3+31.30 cl WA DL W L C6 a� ci rn ^ °�
RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
PART ON THE BASIS OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
A RESULT THEREOF.
a
140-36637
�+��1-•ilk
�o
Ln � � � O Q)06 06
00 L0
Gi
do
N� Nao
PA RKSIDE WA Y DETAIL
SCALE: 1 " = 30' SEE SHEET 14
CONS TRUC TION NOTES
CONSTRUCT 3" AC PAVEMENT (MIN.) OVER 4" CL 11 C.A.B.
(SEE GENERAL NOTES 31 & 32).
CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003.
5� CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006.
CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015.
CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102
"W" PER PLAN.
a CONSTRUCT LOCAL DEPRESS/ON PER A.P.W.A. STD. PLAN 313-1 AND DETAIL HEREON.
ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY
�-t-• BENCH MARK: # 8-17 BASIS OF BEARINGS:STD. NOS. 109 & 130.
` CALTRANS BENCHMARK #8-17. A THE BASIS OF BEARINGS FOR THIS MAP 10 INSTALL STREET NAME SIGN PER CITY STD. N0. 139.
BRASS CAP IN THE CONCRETE BASE OF IS THE CL OF LYT(,E CREEK RD.
THEORD 11 INSTALL STREET LIGHT, KING LUMINAIRE # K118E-EAR-11-100 (MOG)-HPS-120-
343'SOUTH LEG OF AN SCE TOWER SHOWN AS N00'12 35 E ON RffNORTH OF HIGHLAND 0.2 M/ WEST OF SURVEY MAP FILED IN K14 -PR -HSS -TSS -SCE (HEIGHT=14.5)
OF SAN SEVAINE RD., 2.6� M/ WEST R.S.B. 111/99-103
OF SIERRA AVE.
E1 FVATION- 1428.609
REV. REVISION DESCRIPTION DATE I 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
RFC_ Taw(--,. V-b?,TRACT llogn Mol It du WQ 11111fito CONDITIONS AND STANDARDS IN EFFECT.
R
Prepared Under The Supervision of : CITY OF F O N T A N A, CALIFORNIA
PREPAER
ED IN THE OFFICE OF
MADOAND ASSOCIATES, INC. PRI VA TE STREET IMPROVEMENT PLANS
10601 CHURCH STREET , STE. 107DRAWN BY:
RANCHO
(909) G948 A 3 9ALE:
1MAIS 1730 C TRACT NO. 16427 SCALE:
SHOWN
DESIGNED BY:, DATE:
7LIT
12"EF - T SHA Y DRIVE AUGUST 2003 w
1-1
Date 1144 CHECKED B . APP OyED DRAWING NO.: 16
R.C.. 36637 EXP. 0 -30-04 0
2 <��-
3514K. la40L' Z
GB ENGINEER R.C.E. 51152 DATE 18 1
J:\126-1769\Streets\ST16.dwa. 02/19/2004 09:18:37 AM. DM