HomeMy WebLinkAbout3797-5LD
CURVE
TABLE
THE BRIG. N089159'31IE
THE SOUTH LEG OF AN SCE TOWER
CURVE
DEL TA
RADIUS
LENGTH
TANGENT
C2
9'5956"
113.50
19.81
9.93
C7
1503725"
375.00
102.26
mm
w__
N=m
re
OM
�;�
28.10
AIM
er
11MMM
DEC. 2004
REVISIONS TO THE PLANS TO BR/NG THEM INTO
EZOM40 E41
ate .2
CHECKED BY
APP D
r
DRAWING NO.
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3797
11
RCE 36637 EXP. 6-30-0
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WENDELL L. I WA TSURU
C/ ENG/NEER R. C. E. 51152 DATE..
OEM
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NONE
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0 MOMMEMMEMEME
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0
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No
0
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No
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MEMMEM161110
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LD
SCALE. 1 = 40
(PRI VA TE S TREE T)
SCALE IN FEET
40 80 120
b, 1,
PARKHOUSE OR/VE
SEE SH T. 8
CONSTRUCTION NOTES:
O—CONSTRUCT 4" AC ON 12" COMPACTED NATIVE SOIL (951cv COMPACTION)
PER SOILS REPORT RECOMMENDATION.
(2) --CONSTRUCT 6" CURB AND GUTTER PER CITY STD. PLAN NO. 1003.
g—CONSTRUCT 6" AC DIKE PER DETAIL ON SHEET 2.
( —CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD. PLAN NO. 1015, ("W" PER PLAN).
@--INSTALL STREET LIGHT, KING LUMINAIRE // K118E-EAR-11-100(MOG)-HPS-120-
K14 -PR -HSS -TSS -SCE (HEIGHT=14.5
CONSTRUCT STAMPED ASPHALT, FIELD -'ASHLAR SLATE" PATTERN, COLOR TO BE SLATE.
BANDS -SINGLE OR TRIPLE ROWS OF "STACKED" BRICK BORDER COLOR TO BE TERRACOTTA.
FOR CURVED SECTION USE "FLEXIBLE STACKED BRICK" //18-1-202. STAMPS AND COLORS
BY "STREET PRINT" (888) 581-2299.
@—CONSTRUCT 3' WIDE CONCRETE V -DITCH PER DETAIL ON SHEET 2.
(2-6—CONSTRUCT CURB DEPRESSION PER DETAIL ON SHEET 2.
D
DIAL Two WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
CURVE
TABLE
THE BRIG. N089159'31IE
THE SOUTH LEG OF AN SCE TOWER
CURVE
DEL TA
RADIUS
LENGTH
TANGENT
C2
9'5956"
113.50
19.81
9.93
C7
1503725"
375.00
102.26
51.45
C8
9.0j,08-"
355.00
56.09
28.10
SCALE. 1 = 40
(PRI VA TE S TREE T)
SCALE IN FEET
40 80 120
b, 1,
PARKHOUSE OR/VE
SEE SH T. 8
CONSTRUCTION NOTES:
O—CONSTRUCT 4" AC ON 12" COMPACTED NATIVE SOIL (951cv COMPACTION)
PER SOILS REPORT RECOMMENDATION.
(2) --CONSTRUCT 6" CURB AND GUTTER PER CITY STD. PLAN NO. 1003.
g—CONSTRUCT 6" AC DIKE PER DETAIL ON SHEET 2.
( —CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD. PLAN NO. 1015, ("W" PER PLAN).
@--INSTALL STREET LIGHT, KING LUMINAIRE // K118E-EAR-11-100(MOG)-HPS-120-
K14 -PR -HSS -TSS -SCE (HEIGHT=14.5
CONSTRUCT STAMPED ASPHALT, FIELD -'ASHLAR SLATE" PATTERN, COLOR TO BE SLATE.
BANDS -SINGLE OR TRIPLE ROWS OF "STACKED" BRICK BORDER COLOR TO BE TERRACOTTA.
FOR CURVED SECTION USE "FLEXIBLE STACKED BRICK" //18-1-202. STAMPS AND COLORS
BY "STREET PRINT" (888) 581-2299.
@—CONSTRUCT 3' WIDE CONCRETE V -DITCH PER DETAIL ON SHEET 2.
(2-6—CONSTRUCT CURB DEPRESSION PER DETAIL ON SHEET 2.
D
DIAL Two WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
160
SEE SHE 4, --
WAY ,--I AWAY
CURVE TABLE
CURVE DELTA RADIUS LENGTH TANGENT
C10 10000,00" 111.00 19.37 9.71
C 13 403723" 375.00 30.26 15.14
1,�
FUTURE STREET WmN N
............................ 1`11 ..................................... ....... 1,111111
1111111J
................ . ..................... 11
'EAs r' �e.K WAY
'30
(PRIVATE STREET)
BENCH MARK. # 8-17
REWSION DESCRIPRON mmm
CAL TRANS BENCHMARK -17. A
BRASS CAP IN THE CONCRETE BASE OF
THE BRIG. N089159'31IE
THE SOUTH LEG OF AN SCE TOWER
ALONG THE CL SUMMIT AVE
MO
AS SHOWN ON TR. NO.
MO
16427-1, M.B. 296/7-11.
NMI
MO
Fi F-vA nnN. if 1428.609.
MMMM
CALE:
AS SHOWN
MM
MMMM1MEMM
760-A SOUTH ROCHESTER AVENUE
DILIGENT MANNER, THE CITY ENG/NEER MAY REQUIRE
Exp: 06-30-06
MO
__MMMM1MEMM
DESIGNED BY
DA 7E. -
AIM
er
11MMM
DEC. 2004
REVISIONS TO THE PLANS TO BR/NG THEM INTO
EZOM40 E41
ate .2
CHECKED BY
APP D
r
DRAWING NO.
J
ROMEMIrmp
wLi _ J,s,�
160
SEE SHE 4, --
WAY ,--I AWAY
CURVE TABLE
CURVE DELTA RADIUS LENGTH TANGENT
C10 10000,00" 111.00 19.37 9.71
C 13 403723" 375.00 30.26 15.14
1,�
FUTURE STREET WmN N
............................ 1`11 ..................................... ....... 1,111111
1111111J
................ . ..................... 11
'EAs r' �e.K WAY
'30
(PRIVATE STREET)
BENCH MARK. # 8-17
BASIS OF BEARINGS:
CAL TRANS BENCHMARK -17. A
BRASS CAP IN THE CONCRETE BASE OF
THE BRIG. N089159'31IE
THE SOUTH LEG OF AN SCE TOWER
ALONG THE CL SUMMIT AVE
343' NORTH OF HIGHLAND, 0.2 M1 WEST
AS SHOWN ON TR. NO.
OF SAN SEVAINE RD., 2.65 MI WEST
16427-1, M.B. 296/7-11.
OF SIERRA A VE.
PREPA RED /N THE OFFICE OF
PREPARED
MADOL E AND A SSOCIA TES, INC.
Fi F-vA nnN. if 1428.609.
w�sr ARK �� �sT/Ar c WAY,
ST7�T5)
(� SCALE. 1 = 40
0
PA RKHO USE D, R/
SEE SHE 7
ll
RECORD DRAWING
THESE RECORD DRAWINGS HAVE. BEEN PREPARED, IN
PART, ON THE BASIS OF IN11� )RAloATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN MICORPORATED INTO THE DOCUMENTS AS
A RESULT THEREOF.
L
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The Su Of
-
CITY OF FON TA NA, CALIFORNIA -
SHOULD CONSTRUCT/ON OF THE REQU/RED IMPROVEMENTS
Pre aced Under envision :
P P
_
S T REE T IMPRO VEMEN T PLAN .
HOT COMMENCE WITH/N TWO YEARS OF THE DATE OF
OQROF ,�
�� ��,�, 1 wq� F�
PREPA RED /N THE OFFICE OF
PREPARED
MADOL E AND A SSOCIA TES, INC.
DRAWN BY
dM
w�sr ARK �� �sT/Ar c WAY,
ST7�T5)
CALE:
AS SHOWN
APPROVAL SHOWN HEREON AND CARR/ED FORTH /N A
20 sG�2
C5 w �13
w� No. 36637 c �
760-A SOUTH ROCHESTER AVENUE
DILIGENT MANNER, THE CITY ENG/NEER MAY REQUIRE
Exp: 06-30-06
ONTARIO, CA 91761
PHONE (909) 937-9151
f'�l ���
fi�0 fel < WAY m
DESIGNED BY
DA 7E. -
er
50L/m
DEC. 2004
REVISIONS TO THE PLANS TO BR/NG THEM INTO
9T C i v i
FpFCAl
ate .2
CHECKED BY
APP D
r
DRAWING NO.
J
CONFORMANCE W/ TH CONDITIONS AND S TANDA RDS /N EFFECT.
wLi _ J,s,�
Z
- y ��J
3797
11
RCE 36637 EXP. 6-30-0
)�
WENDELL L. I WA TSURU
C/ ENG/NEER R. C. E. 51152 DATE..
J:\126-2023\streets\ST05.dwa. 4/27/2005 3:47:03 PM. Emie. Emie