HomeMy WebLinkAbout3382-410' LETTERED LOT
STA, 13+34.50 TO 23+19.60
R/W VARIES 1.20%-3.33`0- SEE
CROSSFALL TABULATION
BLOCK ABOVE RIGHT
EXIST. EUCALYPTUS
TREES TO BE REMOVED
r
12
0.5' i 5'
!i 9'+
MEMO—
ARM
r • • * i
w`f
R/W T_1-rl—\ \(--/ 100 06 2
EXISTING IMPROVEMENTS
I
-1741,/26-27
r
64'
40' 1 12'
'�VARIES
i k
PAVEMENT
ALMERIA AVENUE
TYPICAL STREET t
ON
(LOOKING NO
EN®
M BA. NO. 369 O -EV.= 1365.00
NAIL IN POLE #1536697E
S.W. CORNER SULTANA & BASELINE
EXISTING SIDEWALK
(STING C & G
0awivm*'dv.7lr TAk7: 70
w SHEET NO. 3 1
Of (TO REMAIN IN PLACE)
r --
w
a 4 `oo 2D
IA AVENUE
r�r 1 J JJ ) ) = ISTA.214+C35.00AROSEWOOD WAY
i5 \ ,�q 1� � tk{ :t3 ,4i h i• `"'\ wt 3 t hk
tie
r ani t a.'• x` � , tia. .n ��. ��` �:
tiS .'.,.,,, .. ., , k •,. n. l . ..r.. � a,.�.., t. m+ ,.. �. ,.. .,,,. ,. ,a�. ,... a. h.,. ,a. i..n e. .x,..�l. vis, v.,4. ,.au;^_.r
CONSTRUCTION NOTES
2 -- CONSTRUCT X—GUTTER PER STD. PLAN NO. 105 (MODIFIED AS SHOWN HEREON W=S')
(D—CONSTRUCT CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER STD. PLAN NO, 1006
�4 CONSTRUCT SIDEWALK PER STD. PLAN NO, 1015
—/ CONSTRUCT 4" MIN. A.C. PAVEMENT OVER 12" COMPACTED TO 95% NATIVE MATERIAL
--''--SAWCUT AND REMOVE EXISTING PAVEMENT AND JOIN WITH NEW PAVEMENT
AS SHOWN ON DETAIL ON SHEET 1
7 —CONTRACTOR SHALL COORDINATE WITH APPROPRIATE UTILITY COMPANY TO HAVE
EXISTING UTILITY VAULT ADJUSTED TO NEW CURB
8 — CONSTRUCT B" CURB & GUTTER PER STD, PLAN NO. 1003
-- INSTALL STREET NAME SIGN PER STD. DETAIL NO. 139
10 CONSTRUCT 6" TO B" C.F, TRANSITION (REFER TO STD. PLAN NO. 1003)
12 INSTALL R1 STOP SIGN ON STREET NAME SIGN POLE (REFER TO STD, DETAIL NO. 139)
17 CONSTRUCT VARIABLE THICKNESS A.C. OVERLAY
19 REMOVE EXISTING CURB & GUTTER
20 REMOVE EXISTING A.C. PAVEMENT
w
LEGEND:
A.G. OVERLAY
A.C. REMOVAL
�., CROSS—FALL
STREET
CURB k ALL it CROSS—
FALL %S
4OSABEGIN
/,r'Q,�,OFESS/Q��
� m
No. 25917
Exp. 12/31/05
`sqT GIVI\l��
OF CA`\�
r
2@
27
2' TRANSITION
i•'.
TO EXIST.
SIDEWALK
.»
•
DELTA
RADIUS
•
C
cn
2 ;) r'\J
C�
�.+/
�»17+43
15+43
2.27%
2.11 %
22+24.51
1.45%
1.20%
4
STREET CROSS -FALL TABULATION BLOCK
i•'.
NEW P'VMIT
STA
1 43
.»
•
DELTA
RADIUS
•
14+93
(2.45%)
2.22%
�1 ,r►
�»17+43
15+43
2.27%
2.11 %
22+24.51
1.45%
1.20%
4
90`05'26"
35.00'
55.03'
15+93
�r
22+43
1.00%
2.27%
a
»
»
>
» j
I
Y
1000 -2
/0 116
26
LINE OF SIGHT
IP
EXIST. S" SEWER
EXIST. 6" WATER
4
RIVERSIDE,11651 STERLING SUITE E
CALIFORNIA • •
0FAX (9 09) 8 i►•
PREPARED BY: R.C.E. NO. EXP 25917QSj�
e » 12
DATE: ✓ / ��`
RICHARD A. SCIANNI
mm
DRAWN BY:
SE
DESIGNED BY:
SE
CHECKED
JJL
4.
}I
.., �,
JN597/1-13-03/597sip4.DWG,/S:40
2,00%
DELTA
RADIUS
LENGTH
14+93
(2.45%)
2.22%
21+67.59
1.91%
15+43
2.27%
2.11 %
22+24.51
1.45%
1.20%
90`05'26"
35.00'
55.03'
15+93
22+43
1.00%
2.27%
;
RIVERSIDE,11651 STERLING SUITE E
CALIFORNIA • •
0FAX (9 09) 8 i►•
PREPARED BY: R.C.E. NO. EXP 25917QSj�
e » 12
DATE: ✓ / ��`
RICHARD A. SCIANNI
mm
DRAWN BY:
SE
DESIGNED BY:
SE
CHECKED
JJL
4.
}I
.., �,
JN597/1-13-03/597sip4.DWG,/S:40