HomeMy WebLinkAbout3293-70
APN 240-052-46
V)
FAM
REVISION
GRC ENTERPRISES
27600 13OUnT CANYON ROAD "ZOO
SANTA CLA IT . GA. 91350, G61- 297- 2330
RON KOE�TCR CE 42399)CXP 3-31-04 DATE
6A ZN
Va 2
ui
w- - ui
CD
z m z Z
BASELINE AVENUE z
APN 240-052-60 0 APN 240-052-58 z
2 u- < APN 240-052-46
'A
T
cz: ce :3
< z <
I U M u- --i U5 u -
C:) u- u- x --j u- u >-<
uj Po _U -,J n 1 12 1 1 6 u- C>
-J u- < 7
0 C" j i
C) (D 0 V) ft: C) C)
(4)
0 C -i w LOZ U-) u- c%j T
C)
CL Cp 0 Nt lz o I-- co Z: I!-- cli u-
+ C5 L-= C)
-j C> Lo
+ CN CD CN v—
CL tr)
-j C> CL C) cl�
C)
-*- = X
z
-m -Z(5 I-- -
z U C�o Z w eh
CD 1 z C-4 z
q*- U-1 7 u
< cn m
(n - (D —1cs --i = I z
Km ui ui C; C)
S2 U* UJ --j 0-
0 Lu Hca u -
V) 2-1
u- C)
m lb 1 6 =9 cr-
IL H co
+ nz V)
"C" m m co C) F'-
0 w C) lt c' co = FI- u x
NNca
CD to
Q� ui cli �si� C> -I-
uj (N c� m 00 Op 3: CD + 1-) 0
0 x w C -J
+ + C5 cy! cq (N
cr w Es CN m + K n m (14 0 z C)
C) 0 + r'i lcl�
0- V) CL 00�CyLj u Cp z X
c� 0 -
001 C> x C)
X
CD w �w —LJ LLJ zuzz
C) -I- rL + ,
N %, -,d- L'i 0-
93
N
c�
�p vt
L'j 0 D 0- 6
w
ui IL v "IN
/v
jC�
X I
6
6",
STING EDGE OF PAVEMENT LAJ
1,- 14.2 1- nnwT I M—A W
71
C)
a- 240-052-29
C) 00 u- C14
z
2
C.D 8" DIA, TREE 6 u 2
3: V -i/ �i ' Q) , APN 240-052- N 0 APN 240-052-34
06 APN 240-052-42
5
Q3 29 APN 240-052-43 CDT z !:q >� 3 5
0
TOLL FREE - —REEM' 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. REVISION DESCRIPTION
71— ---A N - - 240-052-58
fi
DATE 1`,JNGR, I Cly-) I DATE
kdo 03 1
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT MANNER, THE
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
PLANS TO BRING THEM INTO CONFORMANCE WITH
STANDARDS IN EFFECT.
SURVEY NO E.,
SURVEY FOR DWG' NO, 3295-A WAS DONE USING
A VIFFERElff 6EAICHA9ARI< WITH A KNO41N
FL EVA TION DIFFERENCE OF A PPROXIMA TEL Y 0, 4'.
CONSTRUCTION NOTES,
/-N
Ul
PROTECT IN PLACE.
10
ADJUST EXISTING WATER METER TO GRADE.
REMOVE EXISTING P.C.C., A.C., PAVEMENT, OR
SOIL.
11
RELOCATE EXISTING FIRE HYDRANT. (BY OTHERS)
SURVEY NOTE.,
CONSTRUCT 4 1/2 INCH A,C. OVER 12 INCH
NATIVE SUBGRADE
12
RELOCATE EXISTING POWER POLE. (BY SOUTHERN
COMPACTED TO 957o AND AS SHOWN IN TYPICAL SECTION.
CALIFORNIA EDISON)
SURVEY FOR DING NO. 3''93--A WAS DONE USING
A DIFFERENT BENCHVARK WITH A KNOWN
ELEVATION D1FFERt5VCF OF APPROXIMATELY 0.4'.
CONSTRUCT 8 INCH CURB AND GUTTER PER
CITY OF FONTANA
U3
REMOVE EXISTING (TYPE AS SHOWN) AND CONTRUCT
STANDARD PLAN NO. 1003,
CHAIN LINK FENCE, MATCH EXISTING HEIGHT.
CONSTRUCT 4 INCH THICK P.C.C. SIDEWALK PER CITY OF FONTANA
14
REMOVE EXISTING TREE OR SHRUB.
STANDARD PLAN NO. 1015 AND DETAIL I ON
SHEET 2.
CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY
OF FONTANA
15
CONSTRUCT DOUBLE GATE AT DRIVEWAYS,
STANDARD PLAN NO. 103. W PER PLAN.
16
RELOCATE (TYPE AS SHOWN)
CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY
OF FONTANA STANDARD
U2
COLD MILL OX OF A.C. PAVEMENT AND OVERLAY 0.1' OF
PLAN NO. 103 AND DETAIL 1 ON SHEET2. W
PER PLAN
A.C. PAVEMENT AS SHOWN IN TYPICAL SECTION.
0
TOLL FREE - —REEM' 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. REVISION DESCRIPTION
71— ---A N - - 240-052-58
fi
DATE 1`,JNGR, I Cly-) I DATE
kdo 03 1
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT MANNER, THE
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
PLANS TO BRING THEM INTO CONFORMANCE WITH
STANDARDS IN EFFECT.
SURVEY NO E.,
SURVEY FOR DWG' NO, 3295-A WAS DONE USING
A VIFFERElff 6EAICHA9ARI< WITH A KNO41N
FL EVA TION DIFFERENCE OF A PPROXIMA TEL Y 0, 4'.