HomeMy WebLinkAbout4263-27,7,7
.. ...... .
m M MINIM- ... ... . 701
..........
-n
_7
- --------- -
7-
A p
pp
U/ vv� -EX. 8" WATERLINE � I ,
7 77 ;;7" -
0")
t r1l
AWCUT LINE (N
20w00 (D CONSTRUCT 8" CURB & 18" GUTTER PER CITY S_rD PLAN NO. 1000
EX.E.P
0, /1 NrZ
6 , , i , __ , ""' J /,z
13 .9,
�N CONSTRUCT ACCESS RAMP PER CITY Sl -D PLAN NO. 1003
Lo
P�
,q
7 "T
_7EX. R/W
CONSTRUCT 8' WIDE CROSS GUTTER PER CITY ST'D PLAN NO. 403
'10+00.00 ELAINE DRIVE= 13 3 461 FL N
CONSTRUCT 5' \MDE x 4" THICK P.C.C. SIDEWALK PER CITY SVD PLAN NO. 1006.
20+00.00 T-A—M-70 AVENUE
EX. E.P.
CONSTRUCT 16' WIDE x 8" THICK P.C.C. RESIDENIIAL DRIVEWAY, X=4'
LOT A OT B'O 4 0')o
00 Lo
L0
Qf 1 _Q C) PER CITY STD. PLAN NO. 1002, PER APPROVED PRECISE GRADE PLANS.
379.79 1 C) LL:L-Lj
LLJ 0) + C)
Ld lu (-) r, CL
LLI L0 F- Lo Zl--
CONCRETE PAVE.MENT w-rH 12" MIN. OF 95% COMPACTED
1 lo �LZ R/W
Q)
v) M
r-�, Wa
+z
Q CONSTRUCT MIN. 4" ASPHAL1
�n
Lo Z
PROP. R/W LO SUB --GRADE PER CITY STD. 400.
NATIVE
6 (6 OxN + r-
>< cio m
F", I'll (Dm n
C) 1 cc) �o
C) ---4., � e
z
><
V INSTALL. 5800 WMEN HPSV 70 WATT #7 STREET LIGHT ASSY PER APPROVED ST. LIGHT PLAN.
1 +0000 C),_ + c000 Ld I CQ RTN DATA
< 2," L0
CK f -1-1- + r_lr_ CLI
Ln fIrl 0 LOOD
<
0 1
cr c) 5,60-r—
co 41 , �.A INSTALL R-1 STOP SIGN PER CITY STD. PLAN 4003.
5 nll� C
LL- +
C,4 )(0 Lomoo DELTA= 90"00,00"
z
c>j� -t fl -r- :D
j� i w Lo
LA x 0 re) L A 72--04-
- = 54.98' 0 P. N 24
U-1 -XI
1:�U-)oo 12 14 15 + @ INSTALL STOP BAR AND LEGEND PER CALTRANS STD. DWG. A24E.
9 if -r = 35.00,
0) 0')
0
L,� �TN QAT
C) 101 REMOVE/RELOCATE EXISTING WATER BLOW -OFF BY OTHERS
x
00
Ld 120� I)o R 3 0 0 0' QQ RTN &jA
-1 TO GRADE PER ciTy s-rD PLAN 2000.
ADJUST SMI
121 �9 '6'10 R 35� 007 L
DELTA '5
2' 10, L = 4-7.09' DELTA=90'00'oo
T 2 9,9 7' L = 54.98'
3.,
T = 35.0( ADJUST WATER VALVE CAN TO GRADE PER CITY STD. PLAN 6000.
BLOSSOM COURT
SEE SHEET 3 -nNG ACPAVEMENT
SAWCUT AND REMOVE EXIs
GRIND MIN. 1-1/2" EX. A.C. PAVING, OVERLAY WITH MIN. 1-112" A.C. PA\ANG. SEE OVERLAY JOIN DETAIL
INSTALL SURFACE MOUNT TYPE F (CLASS 1) DELINEATORS AT 15" O.C. PER CALTRANS STD. DWG, A73 -C.
INSTALL 4" WHITE, EDGE STRIPE PER CALTRANS DETAIL 27B.
ELAINE DRIVE TAPER PAVEMENT AT 10: 1.
RAMONA '!P �
i I ;
ALL STATIONS BASED ON CENTERLINE STATIONING
DRIVE
SEE SIAM' 1 FOR TYPICAL SECTION
11
...
.T---
.. . ..... ..... ... .
.. ........
. .... ... ... .... .... ....
. .....
.. ...... .
m M MINIM- ... ... . 701
..........
-n
_7
- --------- -
7-
A p
pp
U/ vv� -EX. 8" WATERLINE � I ,
7 77 ;;7" -
0")
t r1l
AWCUT LINE (N
20w00 (D CONSTRUCT 8" CURB & 18" GUTTER PER CITY S_rD PLAN NO. 1000
EX.E.P
0, /1 NrZ
6 , , i , __ , ""' J /,z
13 .9,
�N CONSTRUCT ACCESS RAMP PER CITY Sl -D PLAN NO. 1003
Lo
P�
,q
7 "T
_7EX. R/W
CONSTRUCT 8' WIDE CROSS GUTTER PER CITY ST'D PLAN NO. 403
'10+00.00 ELAINE DRIVE= 13 3 461 FL N
CONSTRUCT 5' \MDE x 4" THICK P.C.C. SIDEWALK PER CITY SVD PLAN NO. 1006.
20+00.00 T-A—M-70 AVENUE
EX. E.P.
CONSTRUCT 16' WIDE x 8" THICK P.C.C. RESIDENIIAL DRIVEWAY, X=4'
LOT A OT B'O 4 0')o
00 Lo
L0
Qf 1 _Q C) PER CITY STD. PLAN NO. 1002, PER APPROVED PRECISE GRADE PLANS.
379.79 1 C) LL:L-Lj
LLJ 0) + C)
Ld lu (-) r, CL
LLI L0 F- Lo Zl--
CONCRETE PAVE.MENT w-rH 12" MIN. OF 95% COMPACTED
1 lo �LZ R/W
Q)
v) M
r-�, Wa
+z
Q CONSTRUCT MIN. 4" ASPHAL1
�n
Lo Z
PROP. R/W LO SUB --GRADE PER CITY STD. 400.
NATIVE
6 (6 OxN + r-
>< cio m
F", I'll (Dm n
C) 1 cc) �o
C) ---4., � e
z
><
V INSTALL. 5800 WMEN HPSV 70 WATT #7 STREET LIGHT ASSY PER APPROVED ST. LIGHT PLAN.
1 +0000 C),_ + c000 Ld I CQ RTN DATA
< 2," L0
CK f -1-1- + r_lr_ CLI
Ln fIrl 0 LOOD
<
0 1
cr c) 5,60-r—
co 41 , �.A INSTALL R-1 STOP SIGN PER CITY STD. PLAN 4003.
5 nll� C
LL- +
C,4 )(0 Lomoo DELTA= 90"00,00"
z
c>j� -t fl -r- :D
j� i w Lo
LA x 0 re) L A 72--04-
- = 54.98' 0 P. N 24
U-1 -XI
1:�U-)oo 12 14 15 + @ INSTALL STOP BAR AND LEGEND PER CALTRANS STD. DWG. A24E.
9 if -r = 35.00,
0) 0')
0
L,� �TN QAT
C) 101 REMOVE/RELOCATE EXISTING WATER BLOW -OFF BY OTHERS
x
00
Ld 120� I)o R 3 0 0 0' QQ RTN &jA
-1 TO GRADE PER ciTy s-rD PLAN 2000.
ADJUST SMI
121 �9 '6'10 R 35� 007 L
DELTA '5
2' 10, L = 4-7.09' DELTA=90'00'oo
T 2 9,9 7' L = 54.98'
3.,
T = 35.0( ADJUST WATER VALVE CAN TO GRADE PER CITY STD. PLAN 6000.
BLOSSOM COURT
SEE SHEET 3 -nNG ACPAVEMENT
SAWCUT AND REMOVE EXIs
GRIND MIN. 1-1/2" EX. A.C. PAVING, OVERLAY WITH MIN. 1-112" A.C. PA\ANG. SEE OVERLAY JOIN DETAIL
INSTALL SURFACE MOUNT TYPE F (CLASS 1) DELINEATORS AT 15" O.C. PER CALTRANS STD. DWG, A73 -C.
INSTALL 4" WHITE, EDGE STRIPE PER CALTRANS DETAIL 27B.
ELAINE DRIVE TAPER PAVEMENT AT 10: 1.
RAMONA '!P �
i I ;
ALL STATIONS BASED ON CENTERLINE STATIONING
DRIVE
SEE SIAM' 1 FOR TYPICAL SECTION
11