HomeMy WebLinkAbout3690-52O CONSTRUCT 8" CURB & GUTTER PER CITY STD. DETAIL 1003. L = 120" W = 12' PER DETAIL SHT 6
3O CONSTRUCT 4" THICK PCC SIDEWALK PER CITY STD. NO. 1015
(WIDTH PER PLAN)
4O CONSTRUCT ACCESS RAMP PER CITY STD. DETAIL 1006.
5O SAWCUT AND REMOVE EXISTING AC PAVEMENT
6Q INSTALL STREET LIGHT 22,000 LUMEN.
O7 ADJUST MANHOLE TO FINAL GRADE PER CITY STD NO 109
�. AND 3507 Q
v l• W9 J
PER DWG. NO. 2807 EXISTING SEWER IMPROVEMENT PLANS PER DWG. NO. 3390
SUMMIT AVENUE 33637 SHEET 6 OF 10 PROPOSED SEWER IMPROVEMENT PLANS PER DWG. NO. J212
1`40.c
F ���'`�'``�� /J� y $ to k- EXISTING STORM DRAIN IMPROVEMENT PLANS PER DWG. NO. 3213 W
RD V RAW i � �i�' j PROPOSED STORM DRAIN IMPROVEMENT PLANS PER DWG. NO. 3213
_ I' (
DELTA 1) j
fiESG F12�+ CRD i:W.WINGsS HAVE BEEN PREPARED, IN 4
PART, ON THE SASIS OF INFORMA7I0Ii COMPILED AIVD ` BENCH MARK. • � 8-17 BASIS OF BEARINGS. Q)
FUFiNISrit✓ii :'Y OTNEF�S.7hE Et�IC,INEEFt l�dlL:: O"f N � ilk CAL TRANS BENCHMARK ,�figg 17. A PROPOSED TRAFFIC SIGNAL AND iNTERCONNECT IMPROVEMENT PLANS �
RESPCt;S,BLE FflA ANY €FiROFsS OR OMISSIONS Yet' BRASS CAP /N THE COIJCRETE BASE OF THE BRG. N08939 31 E PER DWG, NO. 3394
?;AVE:. EEN INCORPORATED INTO 1 -ME D )CUmENTS i^ -7/;1/04 INS SOUTH LEG OF AN SCE TOWER ALONG THE N SUMMIT AVE
343' NORTH OF HIGHLAND, 0.2 M/ WEST AS SHOWN ON TR. N0.
,;ESULT THEREOF. OF SAN SEVA/NE RD., 2.65 M/ WEST 16427-1, M.B. 296/7-11.
8 CONSTRUCT 8" CURB ONLY PER CITY STD. N0. 1003
O
11 CONSTRUCT BUS TURNOUT PER CITY STD. NO. 1014
LINE TABLE
TABLE
LINE
BEARING
LENGTH
Ll
582'4833 "W
40.31
L2
N89'56'03 "E
60.00
L3
S89'56'03 "W
10.00
�. AND 3507 Q
v l• W9 J
PER DWG. NO. 2807 EXISTING SEWER IMPROVEMENT PLANS PER DWG. NO. 3390
SUMMIT AVENUE 33637 SHEET 6 OF 10 PROPOSED SEWER IMPROVEMENT PLANS PER DWG. NO. J212
1`40.c
F ���'`�'``�� /J� y $ to k- EXISTING STORM DRAIN IMPROVEMENT PLANS PER DWG. NO. 3213 W
RD V RAW i � �i�' j PROPOSED STORM DRAIN IMPROVEMENT PLANS PER DWG. NO. 3213
_ I' (
DELTA 1) j
fiESG F12�+ CRD i:W.WINGsS HAVE BEEN PREPARED, IN 4
PART, ON THE SASIS OF INFORMA7I0Ii COMPILED AIVD ` BENCH MARK. • � 8-17 BASIS OF BEARINGS. Q)
FUFiNISrit✓ii :'Y OTNEF�S.7hE Et�IC,INEEFt l�dlL:: O"f N � ilk CAL TRANS BENCHMARK ,�figg 17. A PROPOSED TRAFFIC SIGNAL AND iNTERCONNECT IMPROVEMENT PLANS �
RESPCt;S,BLE FflA ANY €FiROFsS OR OMISSIONS Yet' BRASS CAP /N THE COIJCRETE BASE OF THE BRG. N08939 31 E PER DWG, NO. 3394
?;AVE:. EEN INCORPORATED INTO 1 -ME D )CUmENTS i^ -7/;1/04 INS SOUTH LEG OF AN SCE TOWER ALONG THE N SUMMIT AVE
343' NORTH OF HIGHLAND, 0.2 M/ WEST AS SHOWN ON TR. N0.
,;ESULT THEREOF. OF SAN SEVA/NE RD., 2.65 M/ WEST 16427-1, M.B. 296/7-11.
8 CONSTRUCT 8" CURB ONLY PER CITY STD. N0. 1003
O
11 CONSTRUCT BUS TURNOUT PER CITY STD. NO. 1014
CURVE
TABLE
CURVE
DELTA
RADIUS
LENGTH
TANGENT
Cl
7°09' 10"
321.25
40.10
20.08
C2
7'09'10"
321.25
40.10
20.08
C3
22.37' 12 "
65.00
25.66
13.00
C4
22.37'12"
65.00
25.66
13.00
C5
22.37'12"
65.00
25.66
13.00
C6
22.37' 12 "
65.00
25.66
13.00
C7
90'30'56"
34.96
55.22
35.28
C8
180'00'00"
2.00
6.28
INFINITE
�. AND 3507 Q
v l• W9 J
PER DWG. NO. 2807 EXISTING SEWER IMPROVEMENT PLANS PER DWG. NO. 3390
SUMMIT AVENUE 33637 SHEET 6 OF 10 PROPOSED SEWER IMPROVEMENT PLANS PER DWG. NO. J212
1`40.c
F ���'`�'``�� /J� y $ to k- EXISTING STORM DRAIN IMPROVEMENT PLANS PER DWG. NO. 3213 W
RD V RAW i � �i�' j PROPOSED STORM DRAIN IMPROVEMENT PLANS PER DWG. NO. 3213
_ I' (
DELTA 1) j
fiESG F12�+ CRD i:W.WINGsS HAVE BEEN PREPARED, IN 4
PART, ON THE SASIS OF INFORMA7I0Ii COMPILED AIVD ` BENCH MARK. • � 8-17 BASIS OF BEARINGS. Q)
FUFiNISrit✓ii :'Y OTNEF�S.7hE Et�IC,INEEFt l�dlL:: O"f N � ilk CAL TRANS BENCHMARK ,�figg 17. A PROPOSED TRAFFIC SIGNAL AND iNTERCONNECT IMPROVEMENT PLANS �
RESPCt;S,BLE FflA ANY €FiROFsS OR OMISSIONS Yet' BRASS CAP /N THE COIJCRETE BASE OF THE BRG. N08939 31 E PER DWG, NO. 3394
?;AVE:. EEN INCORPORATED INTO 1 -ME D )CUmENTS i^ -7/;1/04 INS SOUTH LEG OF AN SCE TOWER ALONG THE N SUMMIT AVE
343' NORTH OF HIGHLAND, 0.2 M/ WEST AS SHOWN ON TR. N0.
,;ESULT THEREOF. OF SAN SEVA/NE RD., 2.65 M/ WEST 16427-1, M.B. 296/7-11.
8 CONSTRUCT 8" CURB ONLY PER CITY STD. N0. 1003
O
11 CONSTRUCT BUS TURNOUT PER CITY STD. NO. 1014
-
OF SIERRA A VE.
ELEVATION: 1428.609
p O
C=
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
SHOULD CONSTRUCT/ON OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
t1 PPRO VAL SHOWN HEREON AND CARR/ED FORTH /N A
DILIGENT MANNER, THE CITY ENG/NEER MAY REQUIRE
REVISIONS TO THE PLANS TO BR/NG THEM INTO
CONFORMANCE WITH CONDITIONS AND STANDARDS /N EFFECT.
QRo> ESS/
ad���� L lwF�
�� `rG y
cu w m
Lu 3 No. 36637 c rn
Exp: 06-30-06 X
P
civ�� ���
FOFCA��FO
Prepared Under The Supervision Of .
P P
PREPARED /N THE OFF/CE OF
MADOLE AND ASSOCIATES, INC.
760-A SOUTH ROCHESTER AVENUE
ONTARIO, CA 91761
PHON (909) 937-9151
Date
R 3663 EXP. 6 30- 6
I WENDELL L. IWATSURU
CITY OF FON TA NA � CALIFORNIA
LAj
�
t�
W
,Q
STREET IMPROVEMENT PLANS
DRAWN BY.
CC / dM
SUMMIT A VENUE
FROM 1000.0'±, W. OF CITRUS AVE.
TO CITRUS VENUE
SCALE:
AS SHOWN
DESIGNED BY
MG / ��
11
DA TE
JULY 2004
-
CHECKED BY
RCS ✓ ! %
APPROVED BY _
��f'_Pr
DRAWING NO.
,j69Q
Jc
6
tDD }Z COAD I�R4Wl,VG Sts NJf'
7 -; p
Q L,�
lolul
lTY ENGINEER R.C.E. 51152 DATE