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10 00 11+00 12+00 13+00 14+00 PLAN 1 40' 15+00 16+00 17+00 18+00 19+00 20+00
SCALE IN FEET RECORD DRAWING
I it it S/0
0 v 40 80 120 160 IVES
6 DL
0
CN No.5802D 70
cL
CQ C, r1z (Z
10 10 10 10 C114
LINE OF SIGHT cj- N Uj 00 05 rN� �z
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CURB
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SAKER &.0
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+ Lo 2 966 ADAM$ ff M. A415# RhIMK CA. 9254'
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+ Q) -%,+ . , + + + i) 3S2 - 72
z 11 .� - <- 1 o6 (01i
1 J+ 12. 12 CL PkRKSIDE tj. m -
N
CL co TR. BNDRY CONCRETE PAD
FOR PARK BENCH-)
CONCRETE PAD
FnR PARk' PFA104-
C)
,97
4 11
LINE OF SIGHT
PA RKSIDE WAY
SEE D WG. NO. 379 7
SHEET 8 OF 9
CONSTRUCTIOM MOTES
CONSTRUCT 4- AC PAVEMENT (MIN.) OVER 12- NATIVE MATERIAL
COMPACTED TO 957.. (SEE GENERAL NOTES J1 &
CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 100J.
CONSTRUCT 4" P.C.C. SIDEWALK PER CITY ST9 PLAN NO. 1015.
CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006.
CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. PLAN J1J-1 AND DETAIL
ON PLAN.
ADJUST MANHOLE ANDIOR GATE VALVE BOX TO GRADE
PER CITY S7D. NOS. 109 & 1JO.
& INSTALL STREET NAME SIGN PER CITY STD. NO. 1J9.
INSTALL STREET LIGHT, KING LUMINAIRE j K1 18 -EAR- 11- 150 HPS-
K16-HSS-TS-PR-EDISON LEXAN (NOSTALGIC POLE).
REMOVE EXISRNG BARRICADE
TOLL FREE -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
N PALM STREET
LINE TABLE
LINE BEARING LEN G TH
Ll N 79 *48'J6 "E 42.71
L2 N09 -4840"E 42.71
5.1 6 " 1D' 6' 51
11 0
10+65.98 CL CB1 BENCH MARK: BASIS OF BEARINGS. -
W= 10 " V= 4.5' 18-17
BRASS CAP IN THE CONCRETE BASE OF THE BRG. N089*59'31'vE
CATCH BASIN B- 1 THE SOUTH LEG OF AN SCE T0*FR A L ONG THE CL SUMMIT AVE
LOCAL DEPRESSION ( j4j'NoRTH OF HIGHbwa q2 MI HEST
.CA SE B) OF SAN SEVAINE RD., 2.65 MI HEST AS SHOW ON 7R. NO.
SCALE. 1" = 10' OF SIERRA AVE. 16427-1, M.B. 29617-11.
ELEVA 770N.- 1428.609
REV. REWSION DESCRIP77ON DATE LWGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROIVEMENTS Prepored Under The Supervision Of
-ESS/1 PREPARED IN THE OFFICE OF
NOT COMMENCE 141THIN TWO YEARS OF THE DATE OF L /w 7 MADOLE AND ASSOCIATES, INC.
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A 760-A S. ROCHESTER AVENUE
ir No. 36637
ONTARIO, CA 91761
DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE Exp: 06-30-06
(909) 937-9151
REWSIONS TO THE PLANS TO BRING THEM INTO c1V\
- &-.A- -Date 17
FF' 4 Mcow W-11111 .41WB4
CONFORMANCE NqTH CONDITIONS AND STANDARDS IN EFFECT. RCt 3663f EXP. iT760-ob
A "CORD MWWAA/45 WENDELL L. IWATSURU
KA TE WA Y
SEE SHEET 3
lu
A C;1,
0
+67
%./,/. V / I L." /,/. I / t L.
e) i 1-1,C /)/) L. -A = IAIA V
CL STREET
.,5.1 ,5.. in' 6,0 .5.1
" 6 t��
r
CITY_
PRI VA TE
DRA 1W B Y.-
DMICV
DESIGNED B Y. -
EF
CHECKF APF
D B
SCL J. A4.
10+7J.02 CL CB1
W= 1 O'l V=4.5 .1
CA TCH BASIN "A 1
LOCAL DEPRESSION (CASE A-)
SCALE. 1 IJ- = 10 Y
OF FON TA NA . CA L IFO RNIA
STREET IMPROVEMENT PLANS_
FAN PALM STREET SCALE:
PAqKSIPE WAY TO KATE WAY AS SHOWN
-77 0191Aq DA 7E.-
T#P 16871 OCT 2005
P,OED B Y.- 12 DRAWNG NO.
1�-4 #.& * 3866
I ENVINErR` R. C. E. 51152 J DATE 3
c-
J:\126-2003\streets\stO2.dwa. 12/8/2005 8:44:34 AM. Germ Gerry
CURVE
TABLE
CUR VE
DEL TA
RADIUS
LENGTH
TANGENT
C1
12*2846"
J20. 00
69.70
J4.99
C2
12*27'12 11
280.00
60.86
JO.55
ci
12*2846"
JOO. 00
65.J4
J2.80
C4
12027'12"
J00. 00
65.21
J2.7J
C5
1202846"
280.00
60.91
JO. 61
C6
12*27'12"
J20. 00
69.55
J4.91
C7
10"00'02"
110.00
19.20
9.62
C8
110 *00'05"
60.00
115.19
85.69
C9
90000,00"
5700
89.54
5700
clo
90000,00"
J7 00
58.12
J7. 00
TOLL FREE -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
N PALM STREET
LINE TABLE
LINE BEARING LEN G TH
Ll N 79 *48'J6 "E 42.71
L2 N09 -4840"E 42.71
5.1 6 " 1D' 6' 51
11 0
10+65.98 CL CB1 BENCH MARK: BASIS OF BEARINGS. -
W= 10 " V= 4.5' 18-17
BRASS CAP IN THE CONCRETE BASE OF THE BRG. N089*59'31'vE
CATCH BASIN B- 1 THE SOUTH LEG OF AN SCE T0*FR A L ONG THE CL SUMMIT AVE
LOCAL DEPRESSION ( j4j'NoRTH OF HIGHbwa q2 MI HEST
.CA SE B) OF SAN SEVAINE RD., 2.65 MI HEST AS SHOW ON 7R. NO.
SCALE. 1" = 10' OF SIERRA AVE. 16427-1, M.B. 29617-11.
ELEVA 770N.- 1428.609
REV. REWSION DESCRIP77ON DATE LWGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROIVEMENTS Prepored Under The Supervision Of
-ESS/1 PREPARED IN THE OFFICE OF
NOT COMMENCE 141THIN TWO YEARS OF THE DATE OF L /w 7 MADOLE AND ASSOCIATES, INC.
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A 760-A S. ROCHESTER AVENUE
ir No. 36637
ONTARIO, CA 91761
DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE Exp: 06-30-06
(909) 937-9151
REWSIONS TO THE PLANS TO BRING THEM INTO c1V\
- &-.A- -Date 17
FF' 4 Mcow W-11111 .41WB4
CONFORMANCE NqTH CONDITIONS AND STANDARDS IN EFFECT. RCt 3663f EXP. iT760-ob
A "CORD MWWAA/45 WENDELL L. IWATSURU
KA TE WA Y
SEE SHEET 3
lu
A C;1,
0
+67
%./,/. V / I L." /,/. I / t L.
e) i 1-1,C /)/) L. -A = IAIA V
CL STREET
.,5.1 ,5.. in' 6,0 .5.1
" 6 t��
r
CITY_
PRI VA TE
DRA 1W B Y.-
DMICV
DESIGNED B Y. -
EF
CHECKF APF
D B
SCL J. A4.
10+7J.02 CL CB1
W= 1 O'l V=4.5 .1
CA TCH BASIN "A 1
LOCAL DEPRESSION (CASE A-)
SCALE. 1 IJ- = 10 Y
OF FON TA NA . CA L IFO RNIA
STREET IMPROVEMENT PLANS_
FAN PALM STREET SCALE:
PAqKSIPE WAY TO KATE WAY AS SHOWN
-77 0191Aq DA 7E.-
T#P 16871 OCT 2005
P,OED B Y.- 12 DRAWNG NO.
1�-4 #.& * 3866
I ENVINErR` R. C. E. 51152 J DATE 3
c-
J:\126-2003\streets\stO2.dwa. 12/8/2005 8:44:34 AM. Germ Gerry