HomeMy WebLinkAbout3033-13CONSTRUCTION NOTES
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1� CONST 6 1/2" AC PAVEMENT (MIN OVER 12" COMPACTED NATIVE MATERIAL
(SEE GENERAL NOTES 31 do 32)b
22 CONST 8" CURB do GUTTER PER CITY STD PLAN NO. 1003
33 CONST 8" CURB PER CITY STD PLAN NO. 1003
4a— CONST 8" TO 6" CURB & GUTTER TRANSITION PER CITY STD PLAN NO. 1003
55 CONST 4" PCC SIDEWALK PER CITY STD PLAN NO. 1015
6 CONST CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD PLAN NO. 1006
77 INSTALL STREET LIGHT 22,000 LUMEN PER CITY STD PLAN NO. 1016 (SCE #20)
88 CONST CURB OPENING CATCH BASIN PER APWA STD PLAN NO. 300-2 (W=PER PLAN)
99 CONST LOCAL DEPRESSION PER CITY STD PLAN NO. 121 (W=PER PLAN)
12 SAWCUT do REMOVE EXISTING PAVEMENT=
15 RELOCATE STREET LIGHT AND POWER POLE.
16 RELOCATE POWER POLE.
22 SIERRA LAKES JOIN PER DETAIL ON SHEET 2
23 INSTALL 4" AND 6" IRRIGATION SLEEVE
024
4CONST 6 1/2" AC PAVEMENT (1' VIDE)
26 CONST BARRICADE PER CITY STD 118
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
CL INT
20+19.25
IMPROVEMENT PLANS
J J \-r--X� J
J 'J � J
J`_J`J r�- J
1 Tlr1r T 1\1J, J CREEKXEROAD
SIERRA LAKES PARKWAY
REV. I REVISION DESCRIPTION I DATE 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.
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= No. 31681 Z �
* Exp. 12/31 /04
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CL INT
23+18.26 SIERRA LAKES PARKWAY
BC
BVC
BCR
CB
CL
EC
ECR
EL'Y
EP
EVC
FL
FS
GB
HP
INT
BEGIN CURVE
CURVE
TABLE
BEGIN VERTICAL CURVE
MVC
CURVE
ANGLE
LENGTH
RADIUS
TANGENT
A
7'07'30"
39.92
321.00
19.98
B
180'00'00"
6.28
2.00
-
C
8979'54"
54.57
35.00
34.59
D
90.40'06"
55.39
35.00
35.41
E
120'00'00'
4.19
2.00
3.46
F
101'24'35"
26.55
15.00
18.33
G
41 *24'35ml
18.07
25.00
9.45
N
180'00'00" 1
6.281
2.00
-
CONSTRUCTION NOTES
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0
00
C4
1� CONST 6 1/2" AC PAVEMENT (MIN OVER 12" COMPACTED NATIVE MATERIAL
(SEE GENERAL NOTES 31 do 32)b
22 CONST 8" CURB do GUTTER PER CITY STD PLAN NO. 1003
33 CONST 8" CURB PER CITY STD PLAN NO. 1003
4a— CONST 8" TO 6" CURB & GUTTER TRANSITION PER CITY STD PLAN NO. 1003
55 CONST 4" PCC SIDEWALK PER CITY STD PLAN NO. 1015
6 CONST CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD PLAN NO. 1006
77 INSTALL STREET LIGHT 22,000 LUMEN PER CITY STD PLAN NO. 1016 (SCE #20)
88 CONST CURB OPENING CATCH BASIN PER APWA STD PLAN NO. 300-2 (W=PER PLAN)
99 CONST LOCAL DEPRESSION PER CITY STD PLAN NO. 121 (W=PER PLAN)
12 SAWCUT do REMOVE EXISTING PAVEMENT=
15 RELOCATE STREET LIGHT AND POWER POLE.
16 RELOCATE POWER POLE.
22 SIERRA LAKES JOIN PER DETAIL ON SHEET 2
23 INSTALL 4" AND 6" IRRIGATION SLEEVE
024
4CONST 6 1/2" AC PAVEMENT (1' VIDE)
26 CONST BARRICADE PER CITY STD 118
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
CL INT
20+19.25
IMPROVEMENT PLANS
J J \-r--X� J
J 'J � J
J`_J`J r�- J
1 Tlr1r T 1\1J, J CREEKXEROAD
SIERRA LAKES PARKWAY
REV. I REVISION DESCRIPTION I DATE 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.
/QROFESS/phi\
�O �HUR
om
= No. 31681 Z �
* Exp. 12/31 /04
\sJ CIVly �\Q
lF OF Cmt���/
CL INT
23+18.26 SIERRA LAKES PARKWAY
BC
BVC
BCR
CB
CL
EC
ECR
EL'Y
EP
EVC
FL
FS
GB
HP
INT
BEGIN CURVE
LP
LOW POINT
BEGIN VERTICAL CURVE
MVC
MIDDLE OF VERTICAL CURVE
BEGIN CURVE RADIUS
PCC
POINT OF COMPOUND CURVE
CATCH BASIN
PRC
POINT OF REVERSE CURVE
CENTERLINE
R/W
RIGHT OF WAY
END CURVE
SL
STREET LIGHT
END CURVE RADIUS
TC
TOP OF CURB
EASTERLY
W LY
WESTERLY
EDGE OF PAVEMENT
V
VERTICAL DEPTH
END VERTICAL CURVE
(45000)
INDICATES EXISTING ELEVATION
FLOW LINE
450.00
INDICATES PROPOSED ELEVATI(
FINISHED SURFACE
W
WATER UNE
GRADE BREAK
S
SEWER LINE
HIGH POINT
SD
STORM DRAIN UNE
INTERSECTION
=
- NEW PAVEMENT
- SAWCUT do REMOVE
EXISTING PAVEMENT
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