HomeMy WebLinkAboutLots 5-8 & 97-99 pg.6 LEGEND
® TYPICAL A.C. PAD
D.F. DEEPENED FOOTING
FF. FINISHED FLOOR
FL. FLOWLINE
F.G. FINISHED GRADE
F.S. FINISHED SURFACE
GF. GARAGE FLOUR
H.P. HIGH POINT
P.E. PAD ELEVATION
T.C. TOP OF CURB
T.F. TOP OF FOOTING
T.W. TOP OF WALL
T.R. TOP OF RETAINING
INV PIPE INVERT ELEVATION
2:1 SLOPE
DEEPENED FOOTING 65$"
_ 105.73'
RETAINING WALL PER 2 v
T SEPARATE PERMIT) O.Od'
G
FIRE HYDRANT ASSEMBLY � r,' uu Iru�uuaw 6y20 [��
0 PROPOSED STREET LIGHT
BLOCK WALL (PER SEPARATE PERMIT) S5,5y(']/Q
-x- WOOD FENCE (PER SEPARATE PERMIT) 5•°'3 TF. ^ 5Fb 59. 7C 59 D (�
M 4 4 p(F'6 i� Hp 5FL r^ 1
T WROUGHT IRON FENCE (PER SEPARATE PERMIT) 'g � "'�
N LL jr � FFx6097 FLMODIFIED SETBACK LINE PER SOILS LPE.60ENGINEERS RECOENDATION AB 59.1TR,� 16 SEE SHEET 5
APPROVED BY BUILDING OFFICIAL n �QN TF
pE=57.6 56.7 58.0 22r OF
RAIN GARDEN (BIORETENTION FACILITY) �pN 9GA 5M.7 56.1
54.9 f7 FL FL FF 5B.27 FL FL RW
*R�L�B INDICATES ENHANCED ARCHITECTURAL FEATURES FL FF 5 2.1 OF 59.1 TRW
AS REWIRED BY PLANNING DEPT. �� 02 ff a D 562 TF 97 ` W
(RIGHT/LEFT/BACK) O4 OF 57.6 TRW GF-57.6 �5� 27.5'' GFS60.3 58.1
�T 3'x 7'CONCRETE PAD 545 519 TF 54y FL/GB
5L/
GB O
F I„c.55.5 FL/ 575 4 �� �+�?
4 lAW
99 Sib TF FL/� R ID (V
53.1 �i
54.8 Tie 71.39
51.5 TF 1.1 OF
60 57.938TC
q s9.46TC
59.31TC
9g70
Al
J�Tc pF J L-17.87' 40.69'IJ
SEE SHEET 7 41�6
� �.
e
1.0'OF n \ Gp�61359 hpb 0 6�"
\ 596 FL/ 6A F) �'�'h� MODIFIED SETBACK LINE
O 55 3 .1 l FL/GB 6z i
55.3 5 FL/6B 56 h�(C� 4, SFr p�1 ,i APPROVED BY BUILDING
1 GF:59 10:10' o 1 m OFFICIAL
FL/GB %
56b GF569 75 5 24 O 13. 619 0 6
52b T DF m PE`y97 60 1
0.9'6 05' 7.5 tilFF'N FL
Fl--;.4G 57.5 FF=59 77 582
.a F pLpN�R FL 1.7 W, 3
61.7 NTAt
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F
✓�\\m
w O\m TAINIf 'WALL
0?4' CONSTRUCTION PER
7; N TRACT 32337 ROUGH
fi0.b3' GRADING PLAN
So.7 485 40.0
FL 6
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N
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a
6
Q)06 6Y 7/4/r.z '
CERTIFICATION: 8
8
THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE
WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT
AND/OR CITY AND STATE LAWS,AND A PERMIT CAN
BE ISSUED. eo
GRAPHIC SCALE 1"=30' 'c
O� 12 toM2
KEN SEUMALO R.C.E.ND. 56915 0 30 60 90
NOTE: SEAL-ENGINEER A I R E R T A.
T CIVIL ENGINEERS BENCHMARK: CITY OF LAKE ELSINORE SHEET N0.
WORK CONTAINED WITHIN THESE PLANS
SHALL NOT COMMENCE UNTIL AN pp� RR 3788 McCRAY ST. IN THE COUNTY OF RIVERSIDE. CALIFORNIA
ENCROACHMENT PERMIT AND/OR A W. EBB RIVERSIDE CA. 92506 CITY OF LAKE ELSINORE BM B-0-63
(951) 686-1070 ELEV.a M1.72',EST. 12/95,NAVO29 TRACT NO. 32337-F 6
GRADING PERMIT HAS BEEN ISSUED. r+ A S S 0 C I A T E S PRECISE GRADING PLAN
pu YOU DID TWO
WORKMG THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR a N0.C71582
BUM DAYS BEFORE ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. LM/V�--� LOTS 5-8 & 97� OF 13 SHEETS
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR
YOU DIDWRING CONSTRUCTION,THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR. DATE of cYVL� PARED BY: R.C.E. N0. C71582 SCALE:
IaM.s it
A rueuc s[wc[W r"°°°'�r'R°0° FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS REVISIONS 'MTt�.q�,�N' H: AS SHQWN V. FOR: W'O' FILE N0.
,KRORWJND m Auer FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY DATE D K.H WAkM HM 04-040!