HomeMy WebLinkAbout1286 ............
4
T ��U.,`
0
LL
..........
w Cl)
(0 U)
Cl
...........
...... ......
LL
0
+
0
&
_0�
11 0: - 1 11
re)
K)' 017"
f
OD
OD _017+ u) 0 'OD
111 6*
0
1 2
4 0%1
4---Mft 9%)
.........
13
(4 15%) (4.07
(4 13%)
.5
C�
1350 :
139G:E
XIST ,'
X'
T
P-11 �Aft (b
'0 4*
iVF ...CURB at T
,PROPOSED
:0
10
....... .....
0 10
(D
F-
lb
F-
0 +
F-
11c) C +
&16
OD 0 OD ul OD: 10
0
8
............
...... 8 4'6 0' r&4
+ LO
C
4�':30%
84.10
.70%
3, 8 0
Lb
4.27%- 3:
T.F
(4.29%),, E
z
(b
13.7 1%)
14.41%) T.F
(4.78%)
F-0
Ob
Owe Ommft
tK
T.F.,
82.60,
Ob
ul) X,U.LL, M
w
r TF
LL
P_ OD
co
0
z
77
0
LL
C4 00
L, a
'EX,,I:,$To., t
78.33
1300
TF
138v�
..........
Alt-
D/A
BLOCK , WALL ELEVA7 I ON DETA [L
PROFILE SCALE
PROFILE SCALE
HOR I Z. 1 '40
HORIZ.�- 1 20
If# 4'
VERT'
VERT. I of30+00 31 +00 32+00 33+00 3 +0 0 3;2+51.36 3;2+0 0 31+50 31+00 30+57.36
NOTE:
29+20.30 T INT.
37+32.60 C INT. CONTRACTOR TO CONTACT
VIVERO STEET SCALE.e Iff 40" CALLE DEL PRADO ICE ALERT
CARNELIAN STREET TWO WORKING DAYS BEFORE
DIGGING 1-800-422 12r
_T_
30 31-- 14e C, EXIST.
3'2 33 1 34 15
12
AC
0
0 8
99.00
EST.
to 04
if (97 so T.��
CONSTRUCTION NOTES QTY- "S
wool ()0 42t3 12 96-87 SAW CUT
LIMIT
ROW --A= =MEE CONSTRUCT DRIVE APPROACH PER CITY STD. No. 306.
3EW 3000C =MMi-
X_x -mi EXIST. BLOCK
EXIST. FENCE 2. CONSTRUCT 12" CURB & GUTTER PER CITY STD. No. 303. 164 L.F.
I 0I WALL
m 3. 0
z TO REMAIN CONSTRUCT 5& SIDEWALK PER CITY STD. No. 306. 890 SQ. FT. 97.3 ItEMOvAt- (LL:AVe
12 LOT 0. z
Q0 4 u) 4 04 LO LOT 87 4. CONSTRUCT 6 HIGH BLOCK WALL PER C]TY STD* No."811 170 L.F.
TRA C T 9157 111 2 0. rf) W TRACT 9157
0a < co 0 (D 111 5. REMOVE & RELOCATE EXIST. WATER, METER BY OTHERS. 1 12
LO x + F- J
z
LO CIJ x 0
qt (V (0
+ ii x
+ (4 6. REMOVE & RELOCATE EXIST. MAIL BOX. 9
+ lwm 0)
0 %00 w EXIST.
li 4rl% + w
In m C%j M X N. 7. REMOVE EXIST. TREES & SHRUBS.
w w a BLOCK
z Cq 3 EA.@ w co WALL
U3 A SAW CUT & REMOVE EXIST. PAVEMENT & AC BERM. 50.22 SQ. YD. el 0
r% (p 8
9. SAW CUT & REMOVE EXIST. PCC D/A. 180 SQ. FT.
o10. SAW CUT & REMOVE EXIST. C & G AND SIDEWALK. 75 SQ. FT.
0)
I We2TbAqLkfo,, CAwAftol�p 11. CONSTRUCT �.JV'A(;. 'PVMT-,OVER,' i6u-� �,CLASS ]II , AB 13.56 TONS EXIST. (9 6.71 T C)
12. PROTECT IN PLACE. CO no
�Av V (of
Cet"r*f STO. 47 3pcp%�o zlS 2111, CMp
13. (9 6.0 7 F L)
SAW CUT & REMOVE EXIST. ,PC.C.� D/A ' �, ,ll 44.44 SQ. YD. PROTECT
r
a) W 14'.
w CONSTRUCT CONTIGUOUS SIDEWALK DRIVE cj \41i IN PLACE
cli �A
w PER CITY- STD. No. 305. WITH 'Xiii R EBAR AS S H QW-N
+ + 0 40p,
C-4 C DRIVE APPROACH DETAIL
2 8 SAW CUT R POLE No. 2306858E IN PLACE
r10 w
00 11 OD
LINE 2
IE PBVW l50kWCoIUT L.-QVISN kp6v'' oCgm 5!
77 W, (ep) 4A(2 Lot Cot jA r45 dpu.P..
R�W GA
-------- CITY
DESCRIPTION OF REVISION DATE
w .
44
C A
01 51 70 5
32 Ca
am--m
4
>0 STREET
� j 1 (0 2
I (L (b
M m < (0 ro
(D CL
13 (FIS.) CARNELIAN STREET
(0 (0 j
0 6 111 0 m Ii M 2%
+ F-Cq 00
� O W Q_ + a
FROM STA. 20+30 TO 20+61.80
(L + C_j z
In In li U) F- j+ a
Q ro w
FROM STA. 30+57.36 TO 32+51.36
3
MATCH EXISTING
2
BLOCK WALL
9F,tA0N/G SCALE: Is* 20' APPROVEDBY: DATE:
8
CITY ENGINEER RC.E. 04429�7
NOTE: CONTRACTOR TO CUT AND FILL
emum ------------
No, DESIGN Almm" 4mmme muffim RECOMMENDED
AS NECESSARY IN PARKWAY J.F. Davidson
S
OEM" ommm BENCHMARK TO CONSTRUCT IMPROVEMENTS JOE B. "Emm
swum
31,2009 Associates, Inc. im
.STREET IMPROVEMENT DETAIL TYPICAL CROSS SECTION AS SHOWN HEREIN BENCHMARK 3880 LEMON ST. SUITE
T.B.M. DRAWN 300 P.O. BOX 493, SHEET
civil_
VIVERO ST. & CARNELIAN RIVERSIDli 92502
OF C AU�"� N.T.S. T.B.M. T.C. AT CATCH CHRIS B. OF
ST. ECR T.C. STA. 29+55.88 BASIN STA. 20+61.80
ELEV. 1374.12. ELEV. 97.80. DRAWING NO.
R.C.E. N01�'f�515
7t
7% C.L j L.
C L
40!
W.O. 08810538