HomeMy WebLinkAbout2956-2CURVE
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`> G� to NOTE: FOR STREET TRAFFIC CONTROL SEE
DELTA LENGTH RADIUS TANGENT "-� Na. 829 $3 + o z TR.16137 INTERIM SIGNING AND STRIPING PLAN
_ _ ,.� Exp. s,,oy SIERRA LAKES ' Z PARKWAY DRAWING N0. _314----------
90'00'00" 54.98' 35.00' 35.00' ® z
22'03'59" 25.03' 65.00' 12.69' -- - � C1V1�.`
22'53'12" 25.96' 65.00' 13.16' A.T. SKEERS EXP DATE OFCA -
RCE 62163 9.30-05
22'01'09" 24.98' 65.00' 12.65'
23'14'10" 26.36' 65.00' 13.36'
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SEE SHEET NO. 3
P&X WAY
2360.00'
SEE
SHEET NO.
4
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INSTALL BARRICADE PER CITY STD. PLAN NO. 118
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106.81'
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INSTALL STREET NAME SIGN PER CITY STD.139.
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110.00'
2350.00'
55.01'
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03'30'13"
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73.40'
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PER CITY STD. PLAN NO. 1003.
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2400.00'
90.46'
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TIUC T NO. 16
CONSTRUCT 3" THICK INTERIM AC PAVING OVER COMPACTED NATIVE,
Exp: 9-30-05
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20
148.37'52"
51.88'
LO
71.23'
35'04'07" 1
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22.75'
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CURVE DATA MAY, � _� � �, � :r �,�, � , , ,."� " � N �'� �P
`> G� to NOTE: FOR STREET TRAFFIC CONTROL SEE
DELTA LENGTH RADIUS TANGENT "-� Na. 829 $3 + o z TR.16137 INTERIM SIGNING AND STRIPING PLAN
_ _ ,.� Exp. s,,oy SIERRA LAKES ' Z PARKWAY DRAWING N0. _314----------
90'00'00" 54.98' 35.00' 35.00' ® z
22'03'59" 25.03' 65.00' 12.69' -- - � C1V1�.`
22'53'12" 25.96' 65.00' 13.16' A.T. SKEERS EXP DATE OFCA -
RCE 62163 9.30-05
22'01'09" 24.98' 65.00' 12.65'
23'14'10" 26.36' 65.00' 13.36'
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SEE SHEET NO. 3
3
a
2360.00'
5.00'
1W
A O
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DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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54.52'
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INSTALL BARRICADE PER CITY STD. PLAN NO. 118
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02'30'29"
106.81'
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53.41'
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15
INSTALL STREET NAME SIGN PER CITY STD.139.
02.40'55"
110.00'
2350.00'
55.01'
WIDTH PER PLAN.
ellEXIST.
CONSTRUCT 6 1/2" INTERIM AC PAVEMENT (MIN.) OVER 12" COMPACTED
Fy
03'30'13"
107.33'
2400.00'
73.40'
CONSTRUCT CF TRANSITION (8" CF TO 6" CF) CURB & GUTTER
P.P.TO BE
MOVED BY OTHERS t
PER CITY STD. PLAN NO. 1003.
- - - - - - - - - - - - - ---------------
i 9 \,EXIST.EP
-_
fut.crown line
2400.00'
90.46'
N89'32'33"E
TIUC T NO. 16
CONSTRUCT 3" THICK INTERIM AC PAVING OVER COMPACTED NATIVE,
Exp: 9-30-05
� �
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311
00'14'34"
10.00'
2360.00'
5.00'
�3
A O
e
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REM" DESCRFMON
DAZE
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 CONDITIONS AND
STANDARDS IN EFFECT.
89' 15'18"
54.52'
35.00'
34.55'
CONSTRUCT P.C.C. BUS BAY PER CITY STD. PLAN NO. 1014
D,�,) �GO� AQP
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INSTALL BARRICADE PER CITY STD. PLAN NO. 118
11
•�� .
02'30'29"
106.81'
2440.00'
53.41'
PAGES 36-42, INCLUSIVE, OF SURVEY,
RECORDS OF SAN BERNADINO COUNTY
NO. 1016 (SCE #20)
15
INSTALL STREET NAME SIGN PER CITY STD.139.
02.40'55"
110.00'
2350.00'
55.01'
WIDTH PER PLAN.
17
CONSTRUCT 6 1/2" INTERIM AC PAVEMENT (MIN.) OVER 12" COMPACTED
Fy
03'30'13"
107.33'
2400.00'
73.40'
CONSTRUCT CF TRANSITION (8" CF TO 6" CF) CURB & GUTTER
PER CITY STD. PLAN NO. 1003.
19
04'19'01"
180.83'
2400.00'
90.46'
21
TIUC T NO. 16
CONSTRUCT 3" THICK INTERIM AC PAVING OVER COMPACTED NATIVE,
Exp: 9-30-05
� �
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311
148.37'52"
51.88'
20.00'
71.23'
35'04'07" 1
44.07' 1
72.00' 1
22.75'
07/02/01 M
C r V `\' c,��
�FOFCAO�
Date : �Z -7-0 (
--
ED-�� �`
69'10'27" 1
33.80' 1
28.00' 1
19.31' I
SCL p1�APPIRP
2956
'
R. EXP. 9-30-05
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NATIVE MATERIAL (SEEGENERALNOTES 31 & 32
�3
CONSTRUCT 8"CF CURB & GUTTER PER CITY STD. PLAN NO. 1003
CONSTRUCT
O6
BRASS CAMP IN CONCRETE S.C.E.
TOWER LEG. 343' N/0 HIGHLAND AVE..
CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006
THE BASIS OF BEARINGS FOR THIS MAP IS
THE SOUTH LINE OF THE NORTHEAST 1/4
O
CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015
0.20 MI. W/O SAN SAVAINE RD. 2.65
CONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A. STD.
PLAN NO. 300-1. SEE SHT. 10 (W=PER PLAN)
99
CONSTRUCT P.C.C. BUS BAY PER CITY STD. PLAN NO. 1014
10
INSTALL BARRICADE PER CITY STD. PLAN NO. 118
11
ADJUST MANHOLE OR GATE VALVE BOX TO GRADE PER CITY STD.109&130.
14
INSTALL STREET LIGHT 22,000 LUMEN PER CITY STD PLAN
PAGES 36-42, INCLUSIVE, OF SURVEY,
RECORDS OF SAN BERNADINO COUNTY
NO. 1016 (SCE #20)
15
INSTALL STREET NAME SIGN PER CITY STD.139.
16
CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO. 121
QR�EON
-\NQS S
WIDTH PER PLAN.
17
CONSTRUCT 6 1/2" INTERIM AC PAVEMENT (MIN.) OVER 12" COMPACTED
Fy
NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32 )
18
CONSTRUCT CF TRANSITION (8" CF TO 6" CF) CURB & GUTTER
PER CITY STD. PLAN NO. 1003.
19
CONSTRUCT 8" A.C. BERM PER CITY STD. PLAN 136
w Q No. 62183 rn
� � m
20
INSTALL 1-6" & 1-4" SLEEVE
21
TIUC T NO. 16
CONSTRUCT 3" THICK INTERIM AC PAVING OVER COMPACTED NATIVE,
BUS
BAY
BUS
BAY
1.5'
1.5'
2%
f-
2%
40' MIN. - 63.6' MAX.
6' I 20' EXIST.PVMT.
2%
40' MIN. - 63.6' MAX.
0-5'
VAR.1 6' 20' EXIST.PVMT.
2%
EXIST.CL
@ NO.FRONT.
ROAD i
EXIST.CL
Q NO.FRONT
ROAD i
BASIS OF BEARINGS:
i
SECTM OAs
BENCH MARK: #8-17 CALTRANS
BRASS CAMP IN CONCRETE S.C.E.
TOWER LEG. 343' N/0 HIGHLAND AVE..
THE BASIS OF BEARINGS FOR THIS MAP IS
THE SOUTH LINE OF THE NORTHEAST 1/4
N.T.S.
0.20 MI. W/O SAN SAVAINE RD. 2.65
OF SECTION 26, T. 1 R. 6 W. SAN
BERNARDINO MERIDIAN SHOWN AS
MI. W ALONG HIGHLAND AVE.. FORM
SIERRA AVE.
N89'37'36"W ON A MAP FILED IN BOOK 88
ELEVATION: 1428.6090
PAGES 36-42, INCLUSIVE, OF SURVEY,
RECORDS OF SAN BERNADINO COUNTY
Prepared Under The Supervision Of :
CITY OF F O N TANA, CALIFORNIA
QR�EON
-\NQS S
PREPARED IN THE OFFICE OF
Fy
MADOLE AND ASSOCIATES, INC.
OF THE INLAND EMPIRE
DRAB BY,
SCALE
w Q No. 62183 rn
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CHURCH STREET, STE. 107
SCL/SS
TIUC T NO. 16
S
A3 SHOWN
Exp: 9-30-05
� �
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311
1. J'r
DEQ BY.
DATE: '
sq
MCA/SCL
PA1ixWAY
07/02/01 M
C r V `\' c,��
�FOFCAO�
Date : �Z -7-0 (
--
ED-�� �`
DRAM�IG N0.:
2
SCL p1�APPIRP
2956
'
R. EXP. 9-30-05
CITY ENGINEER R.C.E. 51152 DATE
.62183
11