04038-02CA LLE TAMPICO
N89057'47"W _
I
I 1
I I
1 1-4'W 4'1y 4"W 4!'W 4„W 4»tN 4"W 4"W
I �
I I
i I
EXISTING 4" WATER MAIN
I I
I I
I I
I I
I I
I I
EXISTING
I CURB, GUTTER
o ' ' AND SIDEWALK
(44.26 TC) EXISTING
I I (4.3.80 FL) (43.57 FL) CURB, GUTTER
I I AND SIDEWALK
I 1
I I
I ' 44.26 TC)
(4 4.48 TC) i � (44.40 TC) (44.30 TC) � - (
(43.99 FL) - X43,76 FL)
EXISTING
i
- HANDICAP RAMP
I I 44.,50 FS 44.42 FS MH
(44.71 B/W) I I JOIN JOIN I \
I �W -J
\ \ (43.78 FL)
1 STEP f MH 45.3 TG \ EXISTING TREES
A.
o
j, � . . � ' • 44.95 FS � 40.72 IN \ TO BE REMOVED
_ _ 89 5700E _ _ �. (SEE LANDSCAPE
44.66 FS 75.06' ;' E 45.4 4 TC \ \ PLANS)
I� r '... DETECTABL (44.28 FS) rn
of 45. 16 FS WARNING DOMES s, 44.94 FS \, JOIN
o \�
o� (44.5 EG) 0 45.42 FS 45.28 FS �' \
/ 45.48 FS ��+��. 44.53 FS
45.0 FG 45.42 FS ��c'.9 JOIN 1
,c 45.22 FS „.
44.7 FL 45.42 FS
0-14 A
(4 4.60 TW)
4L
STAIRS*
7-1
4,
. . • � l 44.14 TC Z
45.0 FG �i .. `� ) I 43.85 TO
`�/� �{ FL � (
4,5.42 FS
/ f �'` �. / , f .,'/ ! UND£R 1(4,3.65
Z
EXISTING
BLOCK WALL
44.9 HP -FL
NOTE:
- PROPOSED ROOF IS A
PITCHED, TILE ROOF.
THERE ARE NO PROPOSED
ROOF DRAINS.
- NO DOWNSPOUTS ON CARPORTS
- DRAINAGE PATH IS TOWARD
CURB AND LANDSCAPE AREA
- DRIP DIVERTER ADDED
0 SIDEWALK ENTRY.
,4i
i ---- -- JP 4 N
(44.2 EG) 10
8T5700
EXISTING
BLOCK WALL
GRAPHIC SCALE
10 0 5 10 20
( IN FEET )
1 inch = 10 M
40
r.�.v F
44.0 TF
i :q�(
FL N EXISTING 6"
T0 WATER MAIN
Q Z
Z,
I�
I
I �I
(EXIST. 4" LATS) ( :Z
V W
44.23 FS
I
4TCH EXIST. FL I
Q TCH EXIST TC FL I
i r`
(44.0 EG) V
I.
PROPOSED WA TER ( <
,SERVICE
I
MATCH I
EXISTING SIDE ALK
I EXISTING ( I
I SIDEWALK
I I I
I
I I
I I
ct1020
i I
--- --fl.------ --- - - - - -
J
I I I
I I I
I � I
I I
I ,30' - '
I I
I I
I I
I I
I I
BENCHMARK.-
TOP
ENCHMARK:TOP OF CURB AT THE ECR (STATION 13-4-43.19)
ON AVENIDA VILLA PER THE ASSESMENT DISTRICT
APPROVED STREET PLANS (SHEET NO. 9 & 36),
BEING (43.55)
SITE BENCHMARK:
LEAD AND NAIL IN TOP OF CURB AT THE WEST B.C.R
@ THE SW CORNER OF CALLE TAMPICO AND AVENIDA MENDOTA.
BEING (44.26)
NOTE:
QUANTITIES ESTIMATE SHOWN IS FOR PERMIT PURPOSES
ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
DETERMINE THE QUANTITIES FOR HIS BID AND PAYMENT
PURPOSES.
QUANTITIES ESTIMATE DOES NOT INCLUDE CLEARING,
SHRINKAGE, SUBSIDENCE, ANY OTHER LOSSES, OR ANY
GRADING OR EXCAVATION COVERED UNDER A SEPARATE
PERMIT.
EARTHWORK QUANTITIES ESTIMATE:
CUT = 50 CY
FILL = 200 CY
NET = 150 CY - IMPORT
NOTES:
1. ALL WORK WITHIN THE PUBLIC RIGHT OF WAY WILL
REQUIRE A SEPARATE ENCROACHMENT PERMIT.
2. SEPARATE PERMIT REQUIRED FOR
BLOCK AND RETAINING WALLS.
"ff#"f AffWtk- q JA"-'*
of
P'Agpw.o toy'' srat /iM ce 3NALL, 1"644 owwt
i4f6d. q111 1/0 if
QROFEssi�
K. l
c� No.C52260
EXP.
12/31/06
CIVIL Q��P
LEGEND;
RIVERSIDE CO.
CENTERLINE
QUANTITY
PROPERTY LINE
H.P.
HIGH POINT
G.B.
GRADE BREAK
E. G.
EXISTING GROUND
F. G.
FINISH GRADE
F. S.
FINISH .SURFACE
F. F.
FINISH FLOOR ELEVATION
PAD
PAD ELEVATION
P
PLANTER
T. W.
TOP OF WALL
B.W.
BOTTOM OF WALL
B/W
BACK OF WALK
R/W
RIGHT-OF-WAY
D/W
DRIVEWAY
T. C.
TOP OF CURB
F. L.
FLOW LINE
E. P.
EDGE OF EXISTING PAVEMENT
T.P.
TOP OF PAVEMENT
T G.
TOP OF GRATE
INV.
INVERT ELEVATION
1
"G" CHISELED ON CURB
(S�
"S" CHISELED ON CURB
[E]
"E" CHISELED ON CURB
(99.9)
EXISTING ELEVATION
99.9
PROPOSED ELEVATION
- -
PROPERTY LINE / RIGHT-OF-WAY
-
CENTERLINE
INSTALL 4"' SDR -35 PVC DRAIN PIPE
ExisnNG CONTOUR
99
FINISH CONTOUR
11
DRAINAGE SWALE
.xjuxi: x-- ,q
EXISTING SLOPE
Me
FINISH SLOPE
---------------
EXISTING CURB AND GUTTER
=W
RETAINING WALL
EXISTING BLOCK WALL
PROPOSED BLOCK WALL
SHEET FLOW
CONSTRUCT 4" CONCRETE FLAT WORK
CONCRETE
®
COLUMN
®
WATER METER
160
FIRE HYDRANT
PP
POWER POLE
0
-0
DOWN GUY/ANCHOR
0
TREE (OTHER)
PALM TREE
�H
MANHOLE/COVER
RIVERSIDE CO.
CITY of LA
Plan Set NO.
P59
Ist SUBSTITUTE MYLAR
This mylor is identicol to the mylor opproved
by the City Engineer on04--_-------,
except for the revisions noted hereon. Yom' �\
a No.c52260
a. EV. 12/31/
Roo Id K. Feiro R. C. . 52260 v��
CONSTRUCTION NOTES
QUANTITY
UNIT
STD. NO.
ON-SITE IMPROVEMENTS
\
CONSTRUCT 4" CONCRETE FLAT WORK
620
SF
---
--CONSTRUCT
CONSTRUCT 3' VALLEY GUTTER PER DETAIL SHE 1
45
LF
---
--CONSTRUCT
CONSTRUCT 6" TYPE "D' CURB
175
LF
204
\
CONSTRUCT 6' BLOCK WALL (SEPARATE PERMIT)
11
LF
---
CONSTRUCT 3" AC OVER 4 1/2" AB
2670
SF
---
CONSTRUCT CURB TRANSITION
3
LF
PER DETAIL HEREON
\
CONSTRUCT 10' DEEP DRY WELL PER DETAIL SHT. 1
1
EA
---
--INSTALL
INSTALL 4" AREA DRAIN PER DETAIL SHT, 1
2
EA
---
INSTALL 4" PVC CLEANOUT PER DETAIL SHT. 1
1
EA
---
Q
INSTALL 4"' SDR -35 PVC DRAIN PIPE
150
LF
- - -
11
PAINT STD. ADA PARKING STRIPING AND SYMBOL
1
EA
---
2
INSTALL ADA PARKING SIGN
1
EA
CAL - TRANS R-99
OFF-SITE IMPROVEMENTS
\
CONSTRUCT 4" CONCRETE FLAT WORK
485
SF
- - -
\
CONSTRUCT 24' WIDE CONCRETE DRIVEWAY APPROACH
160
SF
207
CITY of LA
Plan Set NO.
P59
Ist SUBSTITUTE MYLAR
This mylor is identicol to the mylor opproved
by the City Engineer on04--_-------,
except for the revisions noted hereon. Yom' �\
a No.c52260
a. EV. 12/31/
Roo Id K. Feiro R. C. . 52260 v��
NOTE:
PROPOSED ROOF IS A
PITCHED, TILE ROOF.
THERE ARE NO PROPOSED
ROOF DRAINS.
do"A
U , ALLE TAMP`O
4 V. 4) 4
N
C7
Is
- E�JS) TIA16
CURB, GUTTER
AND SIDEWALK
(43.80 FL)
(44.40 /(-) 1 1 (44.40 I -G) (44.30 Tc)
(4J.99 FL)
..... . ....... . =T
N89*57'47"W
4 "W
Fr
EXISTING 4" WATER MAIN -111
(44-26 7C)
(43.57 FL) CURB, GUTTER
AND SIDEWALK
(44.26 TC)
76 FL)
EXISTING
1 4 14ANDICAP RAMP
FS) (144.42 fS) MH
(`44.71 8/14�?
01 /v
AJ/
fl -w
J
43.78 FL)
dC
TG _;7
A� ST 3' T
EXI, IN' REES
TO BE REMOVED
RW S89*57'00"E 4 4.95 FS 40.72 IN
(SEE LANDSCAPE
14 PLA
44.66; FS
DETECTAL 7LE1 45.44 Tc
A - ?_ -
M (44.28 FS)
of 45.16 FS WARNING DOMES 44.94 S
n3 r-cl JOIN
.of
(44.5f`G)
4 45.42 FS
(44.53 J`S)
145.0 FG 45.42 FS
JOIN
4522 FS �11
44.7 FL
(44.60 TW)
45, n Fr,
EXISTING
BLOCK WALL
44.9 HP -FL
14
U3
45.42 FS
IQ- CN
12 - 00
7
-A,
-0 0
LO
STAIRS
6
Z
'450 42, FS- 45.& (44.14 TC)
(k)
45.3 FS (43.65 FL) (43.85
(3 TP)
&4)
1.51
NO
VA
1 . I
,IRKING �51 1
M4 TCH EXIST TC FL
9 9 9 Ni
45.42 FS ------- ------ . ..... EXISTING 6
J. I A44TCH EXIST FL WATER NIAiI�r'
A P N 773-073-012 45.05
44.25
I r,STEP
Lai
FS
44_9f,' F. 7--(D 1 ;4
j 44. JO FL
44.8t� FS 10
2
45.5J FF Lo�� t
45.48 FS, r
�). 4 U %
u A
------------
------- ---
7/
�XJS TREF
VFXIST 4" LAT)
I J I Li i ri"
45'42 FS TO BE REM VED
,-'SEE LANDSCAPE @8
44.23 FS
�
44 86 FS%
-PROPOSEDPLANS,44 T',; T(G
4" SEWER LATERAL 41.1Y INV.
MATCH EXIST FL
14
XIST. TC1 FL
1 MA TCH E
STAIRS
V__",
R. 0 7
41.79 INV -J
",4 n EG)
L! PARKINGc N
5.00'
44.7 TO
945. 0 FG 1 45.0
J9, a 7
145� 5 TWas
-7 ) 4
N89 -57'00'W
45. 0 (49.50 TW) EXISTING
BLOCK WALL
GRAPHIC SGALE-3
10 0 5 10 20
( IN FEET )
ji-1.11-1 - f+
Alv__" - ;L %-
rd
4r n g7--
4 4. 7 TG 8
41.81 IN`V.
40
UNDq 5EPERATE PE T
0�w
.... ...... f
P ED WATER
PRO OSL
IL rIFF I I
�Fjjl - - 1--)ri
W
51
4.19 Tc)
(4J. 70 FL) (44�08 TP)
1X10.05 '
41.67 INV (47.33 TW)l
AAA Tr P
-f�--1_44 R -L.
\_�5_ _9JTC 44.94 FS
50.0 TW 45.43 FS
X5.0 FG
(44.37 BIW) ISIDEWALK
44.0 TF
10' 1 20'
--- -- -----------------
J0,
----------- ------- --- -- --
BENCHMARK:
TOP OF CURB AT THE ECR (STATION I3+43. 19)
ON AVENIDA VILLA PER THE ASSESMENT DISTRICT
APPROOED 5TREE7 PLAN- (S -HE -ET NO- 9 &- 36),
BEING (43.55)
SITE BENCHMARK:
LEAD AND NAIL IN TOP OF CURB AT THE WEST B.C.R
0 THE SW CORNER OF CALLS TAMPICO AND AVENIDA MENDOZA.
BEING (44.26)
. I—
Nf-) / L:
QUANTITIES ESTIMATE SHOWN IS FOR PERMIT PURPOSES
nNLY. IT IS THF CONTRA CTOR'_5 RFSPn.NSIRILITY TO
DETE)'?MINE THE QUANTITIES FOR HIS BID AND PAYMENT
PURPOSES.
QUANTITIES ESTIMATE DOES NOT INCLUDE CLEARING,
SHRINKAGE, SUBSIDENCE, ANY OTHER LOSSES, OR ANY
f--) A [1/1A,41jg OAR T" 0 1k.1 "I"T" 1 9ER A SEPARATE
I C. Ut V L TX L U
GAA E XCA VA b1tZ
PERMIT
EARTHWORK QUANTITIES ESTIMATE
CUT = 50 CY
FILL 00 CY
NET = 150 CY - IMPORT
NOTES:
1. ALL WORK WITHIN THE PUBLIC RIGHT OF WAY WILL
REQUIRE A QEpAp,,4Tj1:- ENf�PnA "Alf T PERMIT
1� 1_� -1 V��T Ict , , . EN J
2. SEPARATE PERMIT REQUIRED FOR
BLOCK AND RETAINING WALLS.
P) I 1x >ItYr PfAffew,* AfrWO� � -fLAti
DOC4 KPL l�ja_Qple_ cb�YED Impt,
I&P-- I taN
Of
MVg� PfffML or 'jqle; CVkORZD PAwC"JG 61"'P211
TD * cNife0cp
Al�°�a�}'
0
PARtQN& 1.*T- SrI21 PON & S 14A I. L 11V CA t? ~AM
14AI4001" AtT'U4AFS PSA SEC. 7.15-0480 ,02mC
,PC-^,JAmrj(.- 4&0?. qla 1/0 q
jf4l- I --
K*
0-
No.C52260
04 EXP. 12/31 /06
CIVI
AWL
LEGEND:
RIVERSIDE CO.
CENTERLINE
QUANTITY
PROPERTY LINE
H.P.
HIGH POINT
(1 R 1.
GRAVE BREAK
E.G.
EXISTING GROUND
F G.
FINISH GRADE
F. S.
FINISH SURFACE
F F.
FINISH FLOOR ELEVATION
PAD
PAD ELEVATION
P
PLANTER
T W_
TOP OF WALL
B. W.
BOTTOM OF WALL
B/w
BACK OF WALK
R/W
RIGHT-OF-WAY
f) AA1
&'l vv
r)P1119-1A1A Y
Ll""VA_wv�i
T C.
TOP OF CURB
F. L.
FLOW LINE
E.P.EDGE
OF EXISTING PAVEMENT
P.
T0L Or' PAVEMENT
T G.
TOP OF GRATE
INV
INVERT ELEVATION
[G]
"G" CHISELED ON CURB
IS]
"S" CHISELED ON CURB
[E]
"E" CHISELED ON CURB
(99-9)
EXISTING ELEVATION
99.9
PROPOSED ELEVATION
- - -
PROPERTY LINE / RIGHT-OF-WAY
---
CENTERLINE
INSTALL 4" SDR -35 PVC DRAIN PIPE
EXISTING CONTOUR
-99-
FINISH CONTOUR
- - -w
DRAINAGE SWALE
IT KEE T,
, J,.- F
,jj:
?,L fc*
4p�
mE
mp
FINISH SLOPE
-----------------
EXISTING CURB AND GUTTER
m
RETAINING WALL
r/7-
EXISTING BLOCK WALL
PROPOSED BLOCK WALL
SHEET RLVOW
CONSTRUCT 4" CONCRETE FLAT WORK
CONCRETE
SF
---
rw-A41
WA TER METER
160
SF
207
Pp
POWER POLE
0
-D
DOWAV GUY/ANCHOR
TREE (OTHER)
PALM TREE
MH
MANHOLE/COVER
RIVERSIDE CO.
CITY of LA QUINTA
Plan Set No.
c)1 -t().3
CONSTRUCTION NOTES
QUANTITY
UNIT
STD. No.
OSI -SITE IMPROVEMENTS
CONSTRUCT 4" CONCRETE FLAT WORK
620
SF
02
CONSTRUCT J' VALLEY GUTTER PER DETAIL SHT 1
45
LF
---
ONSTRU"T 6" PtPE a CURB
175
LV
20-
CONSTRUCT 6' BLOCK WALL (SEPARATE PERMIT)
11
LF
CONSTRUCT J- AC OVER 4 112- AB
2670
SF
---
CONSTRUCT CbR5 TRAI\0TION
'7
L F
f
Ftr� L)ETAIL HEREON
n7
CONSTRUCT 10' DEEP DRY WELL PER DETAIL SHT 1
1
EA
us
INSTALL 4" AREA DRAIN PER DETAIL SHT, 1
2
EA
---
Oil
INSTALL 4jk' PVC ClEANOU I T PER DETAIL SHT. I
I
EA
---
n,o
INSTALL 4" SDR -35 PVC DRAIN PIPE
150
LF
---
PAINT STD. ADA PARKING STRIPING AND SYMBOL
1
EA
---
U2
INSTALL ADA PARKING SIGN
1
EA
CAL -TRANS R-99
OFF-SITE IMPROVEMENTS
CONSTRUCT 4" CONCRETE FLAT WORK
485
SF
---
20
CONSTRUCT 24' WIDE CONCRETE DRIVEWAY APPROACH
160
SF
207
CITY of LA QUINTA
Plan Set No.
c)1 -t().3