12-0223 (SFD) Precise Grading Plan...... _.... _..,
... _ _.... . _.... - . H.F.
HIGH POtNI . _ ...
G.B.
GRADE BREAK
E.G.
EXISTING GROUND
F.G.
FINISH GRADE
7
F. S.
FINISH SURFACE
(7006 E_ G
-
F.F.
FINISH FLOOR ELEVATION
PAD
PAD ELEVATION
i -
P
PLANTER
-
T.W,
TOP OF WALL
p
T.R.W.
TOP OF RETAINING WALL
f
W. S.
WATER SURFACE
a
R.W.
BOTTOM OF WALL
r
T.F.
TOP OF FOOTING
E.F.
BOTTOM OF FOOTING
%rt006.9 Er,'
)
a
RIW
RIGHT-OF-WAY
D/W
DRIVEWAY
T.C.
TOP OF CURB
FL.
FLOW LINE
E.P.
EDGE OF EXIS77NG PAVEMENT
T.P.
TOP OF PAVEMENT
(1006.1 EC,)
T.G.
TOP OF GRATE
Al
INV
INVERT ELEVATION
I \ o 05.81 ts)
(Gj
G' CHISELED ON CURB
l
(Sj
'S' CHISELED ON CURB
(Ej
'7-' CHISELED ON CURB
/09.9)
EXISTING ELEVATION
4
(IOU6.. TOE)
99.9
0 - - -
PROPOSED ELEVATION
PROPERTY LINE / RIGHT-OF-WAY
{�
-
CENTERLINE
EXISTING CONTOUR
-99 `
FINISH CONTOUR
DRAINAGE SWALE
=Ad ��Lil
EXISTING SLOPE
"
t
f
Z
.---.--`-
FINISH SLOPE
£XISTIN.G CURB AND GUTTER
-
RETAINING WALL/DEEPENED F0077NG
`$ \'\{fODS 34 = S)
�ee:e�
EXISTING RETAINING WALL/DEEPENED F0077NG
'1006A EGa
- -
22-rarz2-y2rrZrrl
EXISTING BLOCK WALL
2zzr�
PROPOSED BLOCK WALL
s
SHEET FLOW
CONCRETE
1012.6 TO
7771
tOD9 36 INV 4i112 9 FG /
f011.64 Tit
- n = _" - _ c, o/
\M WATER ! 1014.89 1W
1 -. - '•:. -f0128 iG : FMEA RE 1 ( (1006.5 TOE
t382t �I 1014.20 TW �- 01343E lBfan iNV "� : ��
----- ---- LOT 2�
,
B.DC' X fDf28i.':;: 0 4 ?336 FS
1013.56 FS ° 10134 FG / /',t
f0?0.66 IN/
' ' 12'®1% ��` PROPOSED RESIDENCE I
Lt?'
}
iCit.82FS aI a., a 1
tCt1.84 TC 1012:FS �® 4PVC ,1013.14•FS ° 1013.5E FS 1-013.b0 ff
..
i2:2D'FS tz ' '... (1013.1 APPROVED PAD) j ( iDD6 G roL g
POOL
f013.39 COPING *) \
1o14so'fW
�\al
M..1D12.96• S
{� .EG/.cOi164LFTNa - \(100Z9EGs 1012.6 TOP I 1�0.., ' (1012.6 TOP)\167
,,,;\ j
iDiD.d4 1Ny. :.ILL
110.0 014 0 7W 1012.7 TG .` A=6'17'1
1012.6rG _ fi
101 . TW ' 1010.1E INV ,1Co5.8.. FS
1012.E TG
11'®1 a 1013.14 FS a 1010.60 INV FIREPLACE I R 50(f.00
1009.12I INV 12'®9% 15�1.5R 1-1 biX 013. 4 FS' M^L=548T I ` 1006.7 TOE'
pp
I
v
<- rr �.: .;. _ 4 ',•'y�°qf Y ;,� ,f 4d 1012.E TG ® ¢
£XISTIN� t _D..L - .- 1010.49
CURB AND G ;7ER �*' 1012.9 FG $
�2C 41'.1 _... I u � $'e .,. 1072.9 FG 4�,� ',n. ,g •. I / 1 \�J
j di
'36, ,� Td12.7 TG 1012.9 fG 1090.80T1NV. ®.{; Ii0:iir L72.OD 1010.70INV ®° l 10.4 EG
R
5si3' _ 7oos.7 EG
0g a� SPA 0G5,fi9 FS)
6 • I 1012.7 TO I -�\s _
t009.00 INV 1012.E TG ,��IIm'� 1014.89 I i' ��l/
1010.60 INV 1013.56 FS . ,,.. Dy COPING r
i 013,56 IS '.
Y ..I° a • r 1013.4 FG r\(f'
f!
101334:Fg. �� 1
I
! ?077.7 TG j 1012.7 TG 1lom iU9339 FS"
1G49.70lPV ( 1D08.86 INV 101 6 FS c o
9 FG�. a °.' ,-a 1006.5 TOE)
�J 99� „ 101790 TW D �.S rC 7012 7'7G
1071:5 IF 1012.7 EG) ® 1(1009..5
� 1 FG .7093,2$ _`FG)
C MECH.. iG13.�6 rs .jT.., t07 .38 FS;. iQtG52 iNV ,I 3ILI
. I ,- I . .,
�- �� NV iN e, �• a • cn
101 b26 LtP) 10t t.6 EG
A I
eLr:-d P011.83 t GATE a 1012.E Tc gI ?610: NV/ I N o
(1011.54 TP \i ® IM/-ODr e - 2501y r 1009. 66 INV oa Q� o� i
s 1009.21 I 1012.E TG ®� 75, 1008.2 EG €
_ _ INV-IN 4MC igl2 2041% 1009.66INV 1012.ETG ® ' ,�o�� .._ __ __ ----_ --�I i E
! Nl TOP) 1U72.5 TG m I� I 47�C 20@7% 1009.8E INV 1012.E TG a• 10] ,./
1011.69 ,C t (1011.6 £ 100Z5 IS 1077.90 TW 4'p 20161% 1010,06 INV
(1011.78 Ft) J S E ® I 1011.5 TF 1012.9E 41 20'®1%c� ®..
1018.9 TW 4 PVC _ A C 1,2 6 T • V �� i
?011.2 EG5 1011.5 TF N84'05'15"W 4%'VC 4 , - 27 101035 1, - .. ' V
.fit%' ., :./ `. ` `.
164.43' 1012.5 TG 4 THIS., LINE WAS TRACED FROM, THE
P/C : -ram HOMESITE DIAGRAM PROVIDED BY
O T � 7 � ,�,��� r„ 1010.26 IN °1,�° �„ 1012.5 TG J-
- -- -- ruc Lgncewev eunl !c loon cn
(VACANT)
(1013.0 APPROVED PAD)
Underground sa.Mce Alert
^all- TOLL FREE
n -80
2 7-26 0
I TWO WORKING DAYS BEFORE YOU BIG
REVISIONS.
DATE I INITIAL I APPROVED BY:
"ASSOCIATION EASEMENT" ON THAT
DIAGRAM.
DATE
ENGINEERING, Inc
c� , IN',,i.0 2260
Cf-\EXP. 12/31 /i
;vt.I
a
i
P.O. Box 12980
civif Cngi?ieeting Palm, Desert, Cc;iforric 52255
L rttS Sune-ying (700) .346-5015
Fcx (760) 346-2548
www. feiro.net
G Copyright 2012, Feiro Engin.ering, Inc.
K.
MI
.WATER METER
FIRE HYDRANT
PP
POWER POLE
i
q-
WATER VALVE
0
IRRIGATION CONTROL VALVE
GRATE
ELEC
ELECTRIC BOX
8
TELEPHONE BOX
MANHOLE
�MH
y J
TREE
�T
Wiip
PALM TREE
Q
4' DRAIN PER DETAIL ON SHEET 1
{
DR4FLL. SEE DETAIL ON SHEET 1
9
BUBBLER BOY SEE DETAIL ON SHEET 1
PDT. SEE LANDSCAPE PLANS
FOR CONNECTION TO DRAINAGE SYSTEM
GRAPHIC SCALE
?4 20 40
( IN FEET )
1 inch = 10 ft.
It'd. the � e 2 ty of L c, Q'Lti7-c t oL SHEET NUMBS
2-1�
OF 2 SHEET5
Lot 2.,56, Troct No. 29894-2 DWG FILE:
Per 1V18 327/56-8LAYOUT: APN 777-220-022 OUT: 01
GP02
Swp-1 e,te Development Inc. JUL? NUMBER.
7