06-2526 (BLCK) Precise Grading PlanBUBBLER BOX
NO
ORIVEKAY APPROACH REQUIRES
A SEPARATE PERMIT ANC INSPECTION
FROM THE CITY OF LA (01NTA
PU9LIC WORKS D£PARrAfr- yr
I
l
a
Underground Service Alert
Call: TOLL FREE
Z 27
-2600
N
FIE
Two WORKING DAYS BEFORE YOU DIG
72, 24 /NV
(75.9 BW
Z.T
L _ 72.07 INV
(APPROVED PAD = 74.0)
6�
(74, 48 GARAGE ff)l i 7 T ,
71.68 INV Qa
75.0 TF
71.25 INV �.. .
EXISTING CURB _.,-/_
AND GUTTER • • ' ,
(71,23 F•L)
a = 11 #58'07"
543.50' ,�►, `
"U
L = 11.3.53'
11 71, 97 TC \ ,
N (71.50 FL)
HP
co
71.97
e ~
g•�r w
71.91 FL s
' 4
1
(72.35 FL)
1
(72.65
{73,13 NAIL &
\ (LS 6687) TBA
l
71.69 INV
76.7 8W
EXISTING
BLOCK WALL
tf7.0 I
81.0TW 72.5Tf
NQ M
THE APPROVED PAD ELEVATIONS SHOWN
HEREON WERE OBTAINED FROM THE
APPROVED TRACT L o r REGRADING PLAN
FOR TRACT NO. 28667
KAYARK;
RIV CO. BENCHU4RK 103--3- 70, Top OF'
CONC, FILLED 1" 1,P. ±350' N'LY OF OLD
AVE 52 AND 30' E'LY OF CL OF WASHINGTON
AVE., 6' SLY OF POWER POLE J989270
ELEVA 77ON = (40.11)
ITE BENCHMARK:
FOUND NAIL & TAG (LS6687) TOP OF CURB
AT THE WESTERLY LOT LINE EXTENSION Of
LOTS 14 AND 15.
ELEVATION - (73.13 TC,`
72.31 INV
..•' , ... t: as o0
a .70.`FS ar ,; EXISTING
' ' �`""''•` t 75.7 E2 BLOCK WALL
�, , • 72.11 INV
74. 0 FS 1
.80 FS 81.0 Tw
74.0 rF
N7 Z.
a
Z L9
70 INV
LOT 15
(APPROVED PAS = 78.0)
REVISIONS*-
,L REGRW E R£ARR OF LOT FOR INFINRY _fVGE
73.3 SO
INV
oa]rE I iNmar I APPROVED BY:
1
0
7r
t
DATE
. LEGEND & A BSREVIA TIONS:
CENTERLINE
E PROPERTY LINE
H.P. HIGH POINT
G.B. GRADE BREAK
O(V' 0 E. G. EXISTING ' GROUND
F, G. FINISH GRADE
F.S. FINISH SURFACE
F F. FINISH FLOOR ELEVATION
PAD PAD ELEVATION
P PLANTER
r w TOP OF WALL
B. w BOTTOM OF WALL
..T F... TOP -OF FOOTING
B/W BACK OF WALK
R/W RIGHT--OF-WAY
DIW DRI VEWAY
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
[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
�99)_ -' EXISTING CONTOUR
99 FINISH CONTOUR
--�• •-•0• •-•- 0-• DRAINAGE SWALE
,' t EXISTING SLOPE
FINISH SLOPE
----------------- EXISTING CURB AND GUTTER
RETAINING WALL/DEEPENED FOOTING
EXISTING BLOCK WALL
EG 77777777777777 PROPOSED BLOCK WALL
1
---� SHEET FLOW
CONCRETE
COLUMN
tIL j (� WATER METER
r
73.9 EG ., FIRE HYDRANT
J
PIP POWER POLE
WATER VALVE
IRRIGATION CONTROL VALVE
IS] "S" ON CURB
TELEPHONE BOX
J.
TEL EPHONE• BOX
�a 2 EG : �: x , BEE LLAND.SCAPE PLANS
3 -
1,� DRYWELL
SEE DETAIL ON SHEET I
18 "X 18" BU68LER BOX
SEE DETAIL ON SHEET 1
77,2 EG r-
4 " ROUND AREA DRAIN
3 EG SEE DETAIL ON SHEET 1 r
q
V
w
T.
•
Y
r
GRAPHIC SCALE
n �e
( INS')
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x
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iY.•t hi ,
t? + 'k 0420-Tre zA'_>t 14
N4,C52260Lot 14 Tradition Dutton
EXP. 12/31 /Ofi *•� , --
CIVI
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14" E I R O
P. 0. 60x 12980
Civil Engineering Fclm Desert, Colifomia 92255
Load Surveying (760) 346-8015
(760) 346-2548DRAWN
WWW.f,eiro.net
l� I � �(� C�appyv�i��►st�, �200�6..y'F«/ro F,+gir►errtnq, ►r►c.
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Precise GradingPla'.P�
Pd. A, lroct 28470--2, LLA 02---J80,
Per A4 • B• 2 6 615 7 •- 6 U, D • R.
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CESIGN BY,°
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