HomeMy WebLinkAboutLots 1-4 & 100-105 pg.7 LEGEND
® TYPICAL A.C. PAD
D.F. DEEPENED FOOTING
F.F. FD41SHED FLOOR
F.L. FLOWLINE
F.G. FINISHED GRADE
F.S. FINISHED SO4FACE
GF. GARAGE FLOOR
H.P. HIGH POINT
P.E. PAD ELEVATION
T.C. TOP OF CURB ,N
T.F. TOP OF FOOTING
T.W. TOP OF WALL
T.R. TOP OF RETAINING f24.60' 60.03'
INV PIPE INVERT ELEVATION 62,02'
21 SLOPE 66.70
DEEPENED FOOTING '!
RETAINING WALL (PEA / 4
T SEPARATE PERMIT) ✓ Fd
-�-� FIRE HYDRANT ASSEMBLY
0 PROPOSED STREET LIGHT TRW
/ 54.6
" BLOCK WALL (PER SEPARATE PERMIT) ! m g 51.7 .,`'a g FL
52
—x— WOOD FENCE (PER SEPARATE PERRMIT) 503 FL PLN4� 5'
�— WROUGHT IRON FENCE (PER SEPARATE PERMIT) 97
MODIFIED SETBACK LINE PER SOILS N, \ps, �,.r- 4S2 605 (]�Nd.51 OF 05'
ENGINEERS FECOENDATION AS 'I .�.. FL FF�1 2 f .4'
APPROVED BY BUILDING OFFICIAL �... 07' 02'OF
RAIN GARDEN (BIORETENTION FACILITY) J:9 ^ �2 � ,f• f.f'OF 9A. GF'S3�oo c
INDICATES ENDED AR04ITECTLPAL FEATURES �. FL 28.��'qg-57 �., FL�� �:. SEE SHEET 6
*R/L/B AS REGUI ED BY PLANNING DEPT. �: $\� FL 647.0 FL PE'4 B9 ❑ ❑ GF^5f.i 0 F 08
(RIGHT/LEFT/BACK) c\o p41 02 OB•6 , GFs4B,9 `FL 10.2�106 �',
3'x 7'CONCRETE PAD '� A5A P fL 0 463 102 FL/68 Fl
�. � 1 ❑ (Fz47. fig �
45508• f3 .:v FL103�g
41 / v
10
kAI�
\\\\ oA F
V T
�� \ y offl a3gaTC rc rig TRW60 R
<,�1BTC 5p4 TF ❑
°aesrc //- A°' Ff/�. m 53.3 �4.7-LGa
51.1 FL/GS (F 5.
FL/60 D 09'
AB-9GFa52.6 G TFT4
GB ❑
563
78 41.96 f3)91 fB3 ff p 47.6 FL49.1 0.9' 0.7'OF 453A TF
41.8c TC FL g 46.8 �g FL/OB ,2 FL ❑ 09 6 5' 54 7 0.4'Cf
FL. '� ft 5' 0--A ❑ 51.7 PE'
41.7OTC 6 FL 5'FF�,37 .
ZfSl 92 OF 3
S1EP 22 OF FF�53.27 551 TRW 533
FL
\,
Ob'(F FFII53A7 Og 5,3 TF FL Yin"
4 f'E`897 47.4 PE``�4 75' 51.7 ?-�
�� FF= FL _
FG A 0 m-AN AGR FL Pt- � 49 4 _
FL mI .8.9 60�..
6p.00
�j• � 60.0
0
�
SEGMENTAL 312 FL/HP
STANDA C SETBACK LINE
RETAINING WALL
APPROVE BY BUILDING CONSTRUCTION PER
OFFICI TRACT 32337 ROUGH
\ GRADING PLAN
u�
Of
R
4
Otdb a v 7/1? 12
al
CERMCKnON: �I
THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE
WITH THE APPROPRIATE CODITIONS OF DEVELOPMENT
AND/OR CITY AND STATE LAWS,AND A PERMIT CAN
BE ISSUED.
��2�ul It.
GRAPHIC SCALE 1"=30'
KEN SfEU411-0 R.C.E.NO. 56915 0 30 60 90
O NOTE: SEAL.-ENGINEER A L B R R 7 A. CIVIL ENGI� BENCHMARK: SHEET NO.
�� WORK CONTAINED WITHIN THESE PLANS wE88 CITY OF LAKE ELSINOAE
SHALL NOT COMMENCE UNTIL AN 3788 MCCRAY ST. IN THE COUNTY OF RIVERSIDE, CALIFORNIA
ENCROACHMENT PERMIT AND/OR A r, RIVERSIDE CA. 92506 CITY OF LAKE ELSINORE BM B-95-B_3TRACT NO.
GRADING PERMIT HAS BEEN ISSUED. A S S o C I A T a S (951) 686-1070 ELEV.- 1381.72',EST.12/95.NAV029 �'1ECISE �A� 7-F r
MAN
YOU DMIG To W09O16 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR a
BEFOK DAYS om ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. LOTS M 8 100-M OF 13 SHEETS
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR
DURING CONSTRUCTION,THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR. DATE pW� �p�' PREPARED BY: R.C.E. NO. C71582 SCALE:
tau Im A NIEDC lEVXX IN �' "�T' FOR DETERNINIKK;AN ACCEPTABLE SOLUTION AND REVISING THE PLANS REVISIONS 4 auA� H: A$ $HONN V. FOR: W.O.
uW4omEamNo fLAYNCi Allan FOR MPRovAL By THE COUNTY. ENGINEER COUNTY DATELenD/1ZZ K.NDNtMNUII N7ES 04-040i