HomeMy WebLinkAbout3933-10SCALE. = 40
RIMINI LANE
SEE SHEET 9
D
DIAL TWO woRKwc
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
SCALE IN FEET
40 80 120 1
Q CONS TRUC TION NOTES
(D -CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" COMPACTED
NATIVE MATERIAL. (SEE GENERAL NOTES 31 & 32).
O2 - CONSTRUCT 6" CF P.C.C. -CURB & GUTTER PER CITY STD. PLAN NO. 1000,
�- CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO 1006.
CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1002
WPER PLAN.
a8 - CONSTRUCT LOCAL DEPRESSION PER A.P. W.A. STD. PLAN 313-1
DETAIL ON SHEET
ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY
STD. NOS. 2GOO & G4XV .
11 INSTALL STREET LIGHT, KING LUMINAIRE TYPE K118E-EAR-11-150 -NPS-KI6-HSS-7S-PR
EDISON LEXAN (NOSTALGIC POLE), AS SHOWN ON APPROVED MASTER STREET LIGHT PLAN.
15 CONSTRUCT SIDEWALK DRAIN PER CITY STD. NO. 9001' (SIZE 3).
LINE TABLE
TABLE
LINE
BEARING
LENGTH
Ll
N 17'08'58 "E
50.00
L2
N 17'5241 "W
50.00
L3
S 17008'58 "W
50.00
L4
S 17'5241 "E
50.00
L5
S37'3924 "W
29.94
L6
S06018'16"W
31.32
L7
S14'47'13"W
15.09
L8
S62'30'39 "W
13.90
L9
S 15'51 '43"E
15.03
39.27
25.00
C6
215'01 '39 "
40.00
150.12
126.76
C7
17'30'49 "
110.00
33.62
16.94
C8
17'30'49 "
110.00
33.62
16.94
C9
90000'00"
25.00
39.27
25.00
C10
90'00'00"
25.00
39.27
25.00
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SCALE. = 40
RIMINI LANE
SEE SHEET 9
D
DIAL TWO woRKwc
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
SCALE IN FEET
40 80 120 1
Q CONS TRUC TION NOTES
(D -CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" COMPACTED
NATIVE MATERIAL. (SEE GENERAL NOTES 31 & 32).
O2 - CONSTRUCT 6" CF P.C.C. -CURB & GUTTER PER CITY STD. PLAN NO. 1000,
�- CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO 1006.
CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1002
WPER PLAN.
a8 - CONSTRUCT LOCAL DEPRESSION PER A.P. W.A. STD. PLAN 313-1
DETAIL ON SHEET
ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY
STD. NOS. 2GOO & G4XV .
11 INSTALL STREET LIGHT, KING LUMINAIRE TYPE K118E-EAR-11-150 -NPS-KI6-HSS-7S-PR
EDISON LEXAN (NOSTALGIC POLE), AS SHOWN ON APPROVED MASTER STREET LIGHT PLAN.
15 CONSTRUCT SIDEWALK DRAIN PER CITY STD. NO. 9001' (SIZE 3).
REV. 1 REVISION DESCRIP77ON
UPD, 7a G/Ty (STAAIVARO CALL OcTS .
DA TF 1 ENGR. 1 CITY
2 SCALE- 1 = 40
PARKS/DE WAY
Prr- yry
NOTE: BENCH MARK. 8-17 BASIS OF BEARINGS:
FINAL DRIVEWAY LOCATIONS WILL BE DETERMINED BY
THE INDIVIDUAL DEVELOPER AND WILL BE SHOWN ON BRASS CAP IN THE CONCRETE BASE OF THE BRG. N089'59'31 "E
THE APPROVED PRECISE GRADING PLANS. , 43' NORTH OF HIGHLAND,UTH LEG OF AN , 0.2 MI ST ALONG THEN SUMMIT AVE
O.
OF SAN SEVAINE RD., 2.65 M1 WEST 16 SHOWN ON T 9 7
OF SIERRA AVE: 16427-1, M.B. 296/7-11.
ELEVA TION: ig 1428.609
DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS Prepored Under The Supervision Of
QROFFSS�p,,� PREPARED IN THE OFFICE OF
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF ��°��,�. L I �q Fye MADOLE AND ASSOCIATES, INC
APPROVAL SHOWN HEREON AND CARRIED FORTH INA
w� 3 No. 36637 c ;u 760-A S. ROCHESTER AVENUE
DILIGENT MANNER, THF C/TY ENGINEER MAY REQU/RE ,� EXP: 06-30-06 ONTARIO, CA 91761
PHONE (909) 937-9151
REVISIONS TO THE PLANS TO BRING THEM INTO qrF C / v l L
0FCAL�F r1 DateI/l/01
CONFORMANCE WITH CONDITIONS AND S TANDA RDS IN EFFECT. RCE 366.*7 EXP. -30 O6
WENDELL L. I WA TSURU
CL CB zf 16
W 7 V=4.55
U9
ro 03
610 11�� •�d�
5' 6 7' 6' 5'
CA TCH BASIN "16"
LOCAL DEPRESS/ON (CASE B)
SCALE 1 " = 10'
9
ti
CL CB E8
W=10 ; V=4.5
e
6��,� 121
F,o 6 �Q
1rg �a� �- � ��6, • �� acs �
1 1�L• �,�
5' 6' 10' 6' 5'
CATCH BASIN "#8"
LOCAL DEPRESS/ON (CASE B)
SCALE- 1 " = 10'
CITY OF FONTANA, CALIFORNIA
PRI VA TE S TREE SEE T IMPRO I tEMEN T PL A NS
DRAWN BY VA S TO COURT & MANTO VA COURT SCALE-'
MVA/CV AS SHOWN
DESIGNED BY ;UAB -104Y0 TO 1215 12+W.01STA. fOfOQ TO 12f01 DA TE:.•
GB T 16 4, 16875 FEB 2005
CHECKED BY APP VED BY DRAWING NO. 1D
9(� SCL 0.0r 3933 13
ENGINEER R. C. . 51152 DATE
U-
J:\126-2005Xstreets1st10.dwa. 1/31/2006 10:50:35 AM. C
LINE TABLE
TABLE
LINE
BEARING
LENGTH
Ll
N 17'08'58 "E
50.00
L2
N 17'5241 "W
50.00
L3
S 17008'58 "W
50.00
L4
S 17'5241 "E
50.00
L5
S37'3924 "W
29.94
L6
S06018'16"W
31.32
L7
S14'47'13"W
15.09
L8
S62'30'39 "W
13.90
L9
S 15'51 '43"E
15.03
REV. 1 REVISION DESCRIP77ON
UPD, 7a G/Ty (STAAIVARO CALL OcTS .
DA TF 1 ENGR. 1 CITY
2 SCALE- 1 = 40
PARKS/DE WAY
Prr- yry
NOTE: BENCH MARK. 8-17 BASIS OF BEARINGS:
FINAL DRIVEWAY LOCATIONS WILL BE DETERMINED BY
THE INDIVIDUAL DEVELOPER AND WILL BE SHOWN ON BRASS CAP IN THE CONCRETE BASE OF THE BRG. N089'59'31 "E
THE APPROVED PRECISE GRADING PLANS. , 43' NORTH OF HIGHLAND,UTH LEG OF AN , 0.2 MI ST ALONG THEN SUMMIT AVE
O.
OF SAN SEVAINE RD., 2.65 M1 WEST 16 SHOWN ON T 9 7
OF SIERRA AVE: 16427-1, M.B. 296/7-11.
ELEVA TION: ig 1428.609
DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS Prepored Under The Supervision Of
QROFFSS�p,,� PREPARED IN THE OFFICE OF
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF ��°��,�. L I �q Fye MADOLE AND ASSOCIATES, INC
APPROVAL SHOWN HEREON AND CARRIED FORTH INA
w� 3 No. 36637 c ;u 760-A S. ROCHESTER AVENUE
DILIGENT MANNER, THF C/TY ENGINEER MAY REQU/RE ,� EXP: 06-30-06 ONTARIO, CA 91761
PHONE (909) 937-9151
REVISIONS TO THE PLANS TO BRING THEM INTO qrF C / v l L
0FCAL�F r1 DateI/l/01
CONFORMANCE WITH CONDITIONS AND S TANDA RDS IN EFFECT. RCE 366.*7 EXP. -30 O6
WENDELL L. I WA TSURU
CL CB zf 16
W 7 V=4.55
U9
ro 03
610 11�� •�d�
5' 6 7' 6' 5'
CA TCH BASIN "16"
LOCAL DEPRESS/ON (CASE B)
SCALE 1 " = 10'
9
ti
CL CB E8
W=10 ; V=4.5
e
6��,� 121
F,o 6 �Q
1rg �a� �- � ��6, • �� acs �
1 1�L• �,�
5' 6' 10' 6' 5'
CATCH BASIN "#8"
LOCAL DEPRESS/ON (CASE B)
SCALE- 1 " = 10'
CITY OF FONTANA, CALIFORNIA
PRI VA TE S TREE SEE T IMPRO I tEMEN T PL A NS
DRAWN BY VA S TO COURT & MANTO VA COURT SCALE-'
MVA/CV AS SHOWN
DESIGNED BY ;UAB -104Y0 TO 1215 12+W.01STA. fOfOQ TO 12f01 DA TE:.•
GB T 16 4, 16875 FEB 2005
CHECKED BY APP VED BY DRAWING NO. 1D
9(� SCL 0.0r 3933 13
ENGINEER R. C. . 51152 DATE
U-
J:\126-2005Xstreets1st10.dwa. 1/31/2006 10:50:35 AM. C
CURVE
TABLE
CURVE
DEL TA
RADIUS
LENGTH
TANGENT
C1
215"01'J9*"
40.00
150.12
126.76
C2
17'30'49 "
110.00
33.62
16.94
C3
17030'49 "
110.00
33.62
16.94
C4
90000'00"
25.00
39.27
25.00
C5
90000'00"
25.00
39.27
25.00
C6
215'01 '39 "
40.00
150.12
126.76
C7
17'30'49 "
110.00
33.62
16.94
C8
17'30'49 "
110.00
33.62
16.94
C9
90000'00"
25.00
39.27
25.00
C10
90'00'00"
25.00
39.27
25.00
REV. 1 REVISION DESCRIP77ON
UPD, 7a G/Ty (STAAIVARO CALL OcTS .
DA TF 1 ENGR. 1 CITY
2 SCALE- 1 = 40
PARKS/DE WAY
Prr- yry
NOTE: BENCH MARK. 8-17 BASIS OF BEARINGS:
FINAL DRIVEWAY LOCATIONS WILL BE DETERMINED BY
THE INDIVIDUAL DEVELOPER AND WILL BE SHOWN ON BRASS CAP IN THE CONCRETE BASE OF THE BRG. N089'59'31 "E
THE APPROVED PRECISE GRADING PLANS. , 43' NORTH OF HIGHLAND,UTH LEG OF AN , 0.2 MI ST ALONG THEN SUMMIT AVE
O.
OF SAN SEVAINE RD., 2.65 M1 WEST 16 SHOWN ON T 9 7
OF SIERRA AVE: 16427-1, M.B. 296/7-11.
ELEVA TION: ig 1428.609
DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS Prepored Under The Supervision Of
QROFFSS�p,,� PREPARED IN THE OFFICE OF
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF ��°��,�. L I �q Fye MADOLE AND ASSOCIATES, INC
APPROVAL SHOWN HEREON AND CARRIED FORTH INA
w� 3 No. 36637 c ;u 760-A S. ROCHESTER AVENUE
DILIGENT MANNER, THF C/TY ENGINEER MAY REQU/RE ,� EXP: 06-30-06 ONTARIO, CA 91761
PHONE (909) 937-9151
REVISIONS TO THE PLANS TO BRING THEM INTO qrF C / v l L
0FCAL�F r1 DateI/l/01
CONFORMANCE WITH CONDITIONS AND S TANDA RDS IN EFFECT. RCE 366.*7 EXP. -30 O6
WENDELL L. I WA TSURU
CL CB zf 16
W 7 V=4.55
U9
ro 03
610 11�� •�d�
5' 6 7' 6' 5'
CA TCH BASIN "16"
LOCAL DEPRESS/ON (CASE B)
SCALE 1 " = 10'
9
ti
CL CB E8
W=10 ; V=4.5
e
6��,� 121
F,o 6 �Q
1rg �a� �- � ��6, • �� acs �
1 1�L• �,�
5' 6' 10' 6' 5'
CATCH BASIN "#8"
LOCAL DEPRESS/ON (CASE B)
SCALE- 1 " = 10'
CITY OF FONTANA, CALIFORNIA
PRI VA TE S TREE SEE T IMPRO I tEMEN T PL A NS
DRAWN BY VA S TO COURT & MANTO VA COURT SCALE-'
MVA/CV AS SHOWN
DESIGNED BY ;UAB -104Y0 TO 1215 12+W.01STA. fOfOQ TO 12f01 DA TE:.•
GB T 16 4, 16875 FEB 2005
CHECKED BY APP VED BY DRAWING NO. 1D
9(� SCL 0.0r 3933 13
ENGINEER R. C. . 51152 DATE
U-
J:\126-2005Xstreets1st10.dwa. 1/31/2006 10:50:35 AM. C