HomeMy WebLinkAbout3514-15CATCH BASIN
LOCAL DEPRESSION DETAIL (CASE B)
1"-- 10,
PINES WA Y
SEE SHT 4
55JI-
S & SIDEWALK
5'
y11
-P.U.E. & SIDEWALK
EASEMENT
CURVE TABLE
LINE
CURVE
DELTA
RADIUS
LENGTH
TANGENT-
ANGENTC1
Cl
211'47'38"
38.00
140.47
133.43
C2
9'19'36"
105.50
17.17
8.61
C3
22'28'03"
105.50
41.37
20.95
C4
89'47'38"
25.00
39.18
24.91
C5
90.12'22"
25.00
39.36
25.09
C6
27'51 '39 "
105.50
51.30
26.17
C7
207'51 '39 "
38.00
137 86
153.20
C8
19'25'06"
175.79
59.58
30.08
C9
27'3548"
175.80
84.67
43.18
PINES WA Y
SEE SHT 4
55JI-
S & SIDEWALK
5'
y11
-P.U.E. & SIDEWALK
EASEMENT
TOLL FREE -qqmmw-1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
9
REV. I REVISION DESCRIPTION
X .= DW6. Mot 77rAcr 16*t7-4 CNi-Y
SCALE IN FEET
40 80 120 160
IRON ;SPRING LANE
SEE SHT 5
DATE I ENGR. I CITY I DATE
lvgzi-q
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.
11
12
CONS TRUC TION NOTES
CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" COMPACTED
NATIVE MATERIAL. (SEE GENERAL NOTES 31 & 32).
2�- CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003.
CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006.
O-- CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015.
7� CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 103.
"W" PER PLAN.
CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. PLAN 313-1 AND DETAIL
ON PLAN.
ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY
STD. NOS. 109 & 130.
10 INSTALL STREET NAME SIGN PER CITY STD. NO. 139.
1 J INSTALL STREET LIGHT, KING LUMINAIRE // K 1 18E -EAR- 11 - 100 (MOG) -HPS- 120-
K14 -PR -HSS -TSS -SCE (HEIGHT=14.5)
FESS
Q 1 No. 366-- , -:1
BENCH MARK: j 8-17 BASIS OF BEARINGS:
CALTRANS BENCHMARK 8-17. A THE BASIS OF BEARINGS FOR THIS MAP
BRASS CAP IN THE CONCRETE BASE OF IS THE CL OF LYTI,E CREEK RD.
THE SOUTH LEG OF AN SCE TOWER SHOWN AS N00'12 35 E ON REdORD
343' NORTH OF HIGHLAND 0.2 M/ WEST OF SURVEY MAP FILED IN
OF SAN SEVAINE RD., 2.6� M/ WEST R.S.B. 111/99-103
OF SIERRA AVE.
ELEVATION: # 1428.609
Prepared Under The Supervision Of :
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
10601 CHURCH STREET , STE. 107
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311
Rate
EXP. f
+��✓psi
�0',� "....,THESE RECORD DRAWINGS HAVE BEEN IREPARED, IN
Ov PART, ON THE BASIS OF INFORMATION COIIJPILED AI. D
FURNISHED BYOTHERS. THE ENGINEER WILL NOT tk
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHO
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
A RESULT THEREOF.
n.
CITY OF FONTANA, CALIFORNIA
PRI VA TE STREET IMPROVEMENT PLANS
DRAWN BY
TRA C T NO.16427-4y SCALE.
MA SC AS SHOWN
DESIGNED BY:16427-5 DATE:
EF LAW N EA K WA Y AUGUST 2003 N
CHECKE AP OVED
DRAWING NO.: I
3514 15 Z
GB
CITY ENGINEER R.C.E. 51152 DATE 18
J:\126-1769\Streets\ST15.dwa. 02/18/2004 01:00:56 PM. DM
LINE TABLE
LINE
BEARING
LENGTH
Ll
N28'00'04 "E
50.00
L2
N09'28'01 "E
50.00
L3
N22' 19'37"W
50.00
TOLL FREE -qqmmw-1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
9
REV. I REVISION DESCRIPTION
X .= DW6. Mot 77rAcr 16*t7-4 CNi-Y
SCALE IN FEET
40 80 120 160
IRON ;SPRING LANE
SEE SHT 5
DATE I ENGR. I CITY I DATE
lvgzi-q
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.
11
12
CONS TRUC TION NOTES
CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" COMPACTED
NATIVE MATERIAL. (SEE GENERAL NOTES 31 & 32).
2�- CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003.
CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006.
O-- CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015.
7� CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 103.
"W" PER PLAN.
CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. PLAN 313-1 AND DETAIL
ON PLAN.
ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY
STD. NOS. 109 & 130.
10 INSTALL STREET NAME SIGN PER CITY STD. NO. 139.
1 J INSTALL STREET LIGHT, KING LUMINAIRE // K 1 18E -EAR- 11 - 100 (MOG) -HPS- 120-
K14 -PR -HSS -TSS -SCE (HEIGHT=14.5)
FESS
Q 1 No. 366-- , -:1
BENCH MARK: j 8-17 BASIS OF BEARINGS:
CALTRANS BENCHMARK 8-17. A THE BASIS OF BEARINGS FOR THIS MAP
BRASS CAP IN THE CONCRETE BASE OF IS THE CL OF LYTI,E CREEK RD.
THE SOUTH LEG OF AN SCE TOWER SHOWN AS N00'12 35 E ON REdORD
343' NORTH OF HIGHLAND 0.2 M/ WEST OF SURVEY MAP FILED IN
OF SAN SEVAINE RD., 2.6� M/ WEST R.S.B. 111/99-103
OF SIERRA AVE.
ELEVATION: # 1428.609
Prepared Under The Supervision Of :
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
10601 CHURCH STREET , STE. 107
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311
Rate
EXP. f
+��✓psi
�0',� "....,THESE RECORD DRAWINGS HAVE BEEN IREPARED, IN
Ov PART, ON THE BASIS OF INFORMATION COIIJPILED AI. D
FURNISHED BYOTHERS. THE ENGINEER WILL NOT tk
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHO
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
A RESULT THEREOF.
n.
CITY OF FONTANA, CALIFORNIA
PRI VA TE STREET IMPROVEMENT PLANS
DRAWN BY
TRA C T NO.16427-4y SCALE.
MA SC AS SHOWN
DESIGNED BY:16427-5 DATE:
EF LAW N EA K WA Y AUGUST 2003 N
CHECKE AP OVED
DRAWING NO.: I
3514 15 Z
GB
CITY ENGINEER R.C.E. 51152 DATE 18
J:\126-1769\Streets\ST15.dwa. 02/18/2004 01:00:56 PM. DM