HomeMy WebLinkAbout3334-5mimes
1 = 40
LEGEND
EOP DATA
DELTA BRG RADIUS
y
EXISTING AC/PCC TO BE REMOVED
1
PROPOSED A.C. PAVEMENT
900.00
GUARD RAIL
2
N84'49'04 E --
Emm,lm=wElim
-- LEFT EOP
rue
N89'29'18"E
r
-- " "
4
0 90 01 36 50.00'
78.56
SNE
5
N89 29 18"E --
224.64
--
6
N88'20'33"E
150.03
--
7
N89'29 18 E 1
413.32
ME
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PROFILE SCALE
HORIZ: 1": 40'
MIN
I
RT. CURB 10 LZ 11 12
1
SIERRA AVENUE
qq
65 I 5 , 52 r'
162' 1
-71
I� 't
I I l
J—i1 1 I I C-)
a Of
as rn r7
t� La
C9
m
m
t` H r N m
x I:?
3.73 TC o 5� (EXIST.
(63.06 FL)
e m RIM - FL 98 7
-� Ab .
w 9.94
RnY�c. UTILITY .. .
�j L
�!�
x I x m
w w a EXISTING STORM DRAI
II� i 66'
EE SD PLANS DWG 140. !997
55'52, .. 3
SIERRA AVENUE EXIST. MEANDERING
40' 20' O' 40' 80' REFER TO DRAWING NO SIDEWALK (W=5')
2053 FOR EXISTING
mm STREET IMPROVEMENTS
GRAPHIC SCALE:
1 = 40
LEGEND
EOP DATA
DELTA BRG RADIUS
y
EXISTING AC/PCC TO BE REMOVED
1
PROPOSED A.C. PAVEMENT
900.00
GUARD RAIL
REV. REVISION DESCRIPTION DATE
O QREV. SANTA ANA AVE. ST. DESIGN
1
0
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
13 14 15 16 17
mmm
18 19 RT. CURB
CENTERLINE
CURB
EOP DATA
DELTA BRG RADIUS
LENGTH
TANGENT REMARK
1
N89'29'18"E --
900.00
-- CENTERLINE
2
N84'49'04 E --
Emm,lm=wElim
-- LEFT EOP
3
N89'29'18"E
802.47'
-- " "
4
0 90 01 36 50.00'
78.56
50.02' RIGHT CURB
5
N89 29 18"E --
224.64
--
6
N88'20'33"E
150.03
--
7
N89'29 18 E 1
413.32
--
Ito
•
•
SEEM
■
18 19 RT. CURB
6J,V E
PROPOSED R/W _ Q
N o 0 � PROPOSED � o SEE STORM DRAIN PLANS � ,y � _ 6 EXIST. STAND PIPE C)LIGHT m V)3 � d
3
cn '- FOR PLAN AND PROFILEz>, w
Z< _ �� a DWG. NO. 3335 PROPOSED
af LIGHT rn
+rLml
r� ...
w r
{ - —
r � 2
M '`t CONSTRUCTION NOTES
,n -...
,: ( (�1 CONSTRUCT 6.5" MIN. A.C. OVER 12" OF 95% COMPACTED NATIVE SOIL. cD
PROPOSED I (SEE GENERAL NOTES 31 AND 32) " o 0
EOP 5' DIRT O CONSTRUCT 8CURB AND GUTTER PER CITY OF FONTANA STD. DETAIL 1003
SANTA ANA
Q -
AVENUE VARIES SHOULDER TEMPORARY EARTH CHANNEL 1 0
VARIES EXISTING GROUND I O CONSTRUCT CONCRETE SIDEWALK (W=6') PER CITY OF FONTANA STD. 1015
GUARDRAIL 1' m
2.0%q 2.0% 12' 4 CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA STD. NO. 1006
N
4'
STREET LIGHT NOTE: ?� 2' 2' ��P+ 6 TO BE RELOCATED BY OTHERS <
Q
O7 PROTECT IN PLACE _
PROPOSED STREET LIGHTS SHOW WITH AN ASTERISK (*) ARE LIGHTS meq+ Q�'Q� w
TO BE INSTALLED PER STREET LIGHTING PLAN FOR TRACT 16495.
1% SAWCUT & REMOVE EXISTING AC/PCC PAVEMENT
1 11 INSTALL GUARDRAIL PER CALTRANS STANDARD A77A. �
0
SECTION ASA 24 REMOVE STORM DRAIN RISER ND CONSTRUCT DOUBLE BRICK AND MORTAR
BULKHEAD o
m
NOT TO SCALE i
w
bi
ENGR. CI_W BENCH MARK: BASIS OF BEARINGS: PLANNING ■ DESIGN ■ CONSTRUCTION CITY OF FONT A, CALIFORNIA N
wu VASHOULD CONSTRUCTION OF THE REQUIRED `'
���� THE BEARINGS HEREON ARE QROfESSIpN
EL = 1077.40 IMPROVEMENTS NOT COMMENCE WITHIN TWO 9� STREET IMPROVEMENT PLANS FOR �
BASED ON THE CENTERLINE �� � C. ,r,,,,,,,,,,�„„✓ �
OF JURUPA AVENUE SHOWN YEARS OF THE DATE OF APPROVAL SHOWN w� �� yf� Fy 3536 Concours, Suite 220 TRACT 16074 — OFFSITE — PHASE 2 i
AS NORTH 89.03'21" EAST HEREON AND CARRIED FORTH INA z ® ® ® ONTARIO, CALIFORNIA 91764-5592 DRAWN BY: SANTA ANA AVENUE SCALE: o
CHISELED BOX IN � m
EASTERLY TOP CURB, PER PARCEL MAP NO. No. 63494 CONSULTING (909).581.0196 ■ FAX (909).581.0192 ■ www.RBF.com AS SHOWN g
12195, P.M.B.158 28-40; DILIGENT MANNER, THE CITY ENGINEER EXP. 9/30/06 RJB RLS EL
TAMARIND AVE.; 60' FROM S RA AVENUE TO JOB NUMBER LO
FOR THE PURPOSE OF THIS MAY REQUIRE REVISIONS TO THE PLANS TO r PREPARED BY: ATTHEW C. HIC S R.C.E. N0. 63494 DESIGNED BY:
SOUTH OF TAMARIND CT., MAP, SAID BEARING HAD BRING THEM INTO CONFORMANCE WITH �9r QVI� p��~ E DTE: 9 3 —06 MCH RJB 900' E T O' ERRA AVENUE 15-100187
APP OVED
500' SOUTH OF SLOVER BEEN ROTATED CLOCKWISE F OF C AMIE DRAWING NO. 5 Q
0.00'39 TO NORTH CONDITIONS AND STANDARDS IN EFFECT. C. CHECKED BY:
89'04'00" EAST. DATE: MAT «� 3334
Y ENGINEER C.E. 51152 DATE. 8
CENTERLINE
CURB
EOP DATA
DELTA BRG RADIUS
LENGTH
TANGENT REMARK
1
N89'29'18"E --
900.00
-- CENTERLINE
2
N84'49'04 E --
265.07
-- LEFT EOP
3
N89'29'18"E
802.47'
-- " "
4
0 90 01 36 50.00'
78.56
50.02' RIGHT CURB
5
N89 29 18"E --
224.64
--
6
N88'20'33"E
150.03
--
7
N89'29 18 E 1
413.32
--
6J,V E
PROPOSED R/W _ Q
N o 0 � PROPOSED � o SEE STORM DRAIN PLANS � ,y � _ 6 EXIST. STAND PIPE C)LIGHT m V)3 � d
3
cn '- FOR PLAN AND PROFILEz>, w
Z< _ �� a DWG. NO. 3335 PROPOSED
af LIGHT rn
+rLml
r� ...
w r
{ - —
r � 2
M '`t CONSTRUCTION NOTES
,n -...
,: ( (�1 CONSTRUCT 6.5" MIN. A.C. OVER 12" OF 95% COMPACTED NATIVE SOIL. cD
PROPOSED I (SEE GENERAL NOTES 31 AND 32) " o 0
EOP 5' DIRT O CONSTRUCT 8CURB AND GUTTER PER CITY OF FONTANA STD. DETAIL 1003
SANTA ANA
Q -
AVENUE VARIES SHOULDER TEMPORARY EARTH CHANNEL 1 0
VARIES EXISTING GROUND I O CONSTRUCT CONCRETE SIDEWALK (W=6') PER CITY OF FONTANA STD. 1015
GUARDRAIL 1' m
2.0%q 2.0% 12' 4 CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA STD. NO. 1006
N
4'
STREET LIGHT NOTE: ?� 2' 2' ��P+ 6 TO BE RELOCATED BY OTHERS <
Q
O7 PROTECT IN PLACE _
PROPOSED STREET LIGHTS SHOW WITH AN ASTERISK (*) ARE LIGHTS meq+ Q�'Q� w
TO BE INSTALLED PER STREET LIGHTING PLAN FOR TRACT 16495.
1% SAWCUT & REMOVE EXISTING AC/PCC PAVEMENT
1 11 INSTALL GUARDRAIL PER CALTRANS STANDARD A77A. �
0
SECTION ASA 24 REMOVE STORM DRAIN RISER ND CONSTRUCT DOUBLE BRICK AND MORTAR
BULKHEAD o
m
NOT TO SCALE i
w
bi
ENGR. CI_W BENCH MARK: BASIS OF BEARINGS: PLANNING ■ DESIGN ■ CONSTRUCTION CITY OF FONT A, CALIFORNIA N
wu VASHOULD CONSTRUCTION OF THE REQUIRED `'
���� THE BEARINGS HEREON ARE QROfESSIpN
EL = 1077.40 IMPROVEMENTS NOT COMMENCE WITHIN TWO 9� STREET IMPROVEMENT PLANS FOR �
BASED ON THE CENTERLINE �� � C. ,r,,,,,,,,,,�„„✓ �
OF JURUPA AVENUE SHOWN YEARS OF THE DATE OF APPROVAL SHOWN w� �� yf� Fy 3536 Concours, Suite 220 TRACT 16074 — OFFSITE — PHASE 2 i
AS NORTH 89.03'21" EAST HEREON AND CARRIED FORTH INA z ® ® ® ONTARIO, CALIFORNIA 91764-5592 DRAWN BY: SANTA ANA AVENUE SCALE: o
CHISELED BOX IN � m
EASTERLY TOP CURB, PER PARCEL MAP NO. No. 63494 CONSULTING (909).581.0196 ■ FAX (909).581.0192 ■ www.RBF.com AS SHOWN g
12195, P.M.B.158 28-40; DILIGENT MANNER, THE CITY ENGINEER EXP. 9/30/06 RJB RLS EL
TAMARIND AVE.; 60' FROM S RA AVENUE TO JOB NUMBER LO
FOR THE PURPOSE OF THIS MAY REQUIRE REVISIONS TO THE PLANS TO r PREPARED BY: ATTHEW C. HIC S R.C.E. N0. 63494 DESIGNED BY:
SOUTH OF TAMARIND CT., MAP, SAID BEARING HAD BRING THEM INTO CONFORMANCE WITH �9r QVI� p��~ E DTE: 9 3 —06 MCH RJB 900' E T O' ERRA AVENUE 15-100187
APP OVED
500' SOUTH OF SLOVER BEEN ROTATED CLOCKWISE F OF C AMIE DRAWING NO. 5 Q
0.00'39 TO NORTH CONDITIONS AND STANDARDS IN EFFECT. C. CHECKED BY:
89'04'00" EAST. DATE: MAT «� 3334
Y ENGINEER C.E. 51152 DATE. 8