HomeMy WebLinkAboutLots 39-44 & 71-76 pg.8 LEGEND
® TYPICAL A.C. PAD
D.F. DEEPENED FOOTING
F.F. FINISHED FLOOR
FL. FLOILINE
F.B. FINISHED GRADE
FS. FINISHED SURFACE a
GF. GARAGE FLOOR c'J
H.P. HIGH POINT
r
P.E. PAD ELEVATION
T.C. TOP OF CURB n MODIFIED SETBACK LINE
APPROVED BY BUILDING
TF. TOP OF FOOTING
OFFICIAL PER LETTER
T.W. TOP OF WALL DATED 7125111
\�
T.R. TOP OF RETAINING _ �� 39 tg,
INV PIPE INVERT ELEVATION DAYLIGHT LINE B
21 SLOPE MODIFIED SETBACK LINE
APPROVED BY BUILDINGI3 .�
DEEPENED FOOTING
OFFICIAL PER LETTER
RETAINING WALL (PER DATED 6/15/
^ SEPARATE PERMIT) N 5 7 QV.w'16
FEE HYDRANT ASSEMBLY 61 00, y6A 2T�
24 Ff 1p'
0 PROPOSED STREET LIGHT §° V 3E p5 of oa
u+�* BLOCK WALL (PER SEPARATE PERMIT) 63.3 FF=64.67
-x- WOOD FENCE (PER SEPARATE PERMIT) m m _ 43
'8, FL pg'OF
-�- WROUGHT IRON FENCE (PER SEPARATE PERMIT) 44 �. � _ $ J - ,8 7 � 5•+ 63.5 643 ❑
b FL FL 64.97 70
MODIFIED SETBACK LINE PER SOILS = A 64.0 FF.65.27 05 0.7' FF Oa,OF 5 GF-64 0 �/� .2
_______ ENGINEERS FECOMEMDATION AS - �, 643 5' ...
APPROVED BY BUILDING OFFICIAL PLAN 3D 0 "64.9 FL p.6,OF 5, GF= 62.6 F�� V
PE�Q'i.4 641 8.95 64� FF<65.51 0 � ` 63.0 629 FL,66 LsT1. 61.C>T SEE SHEET 9
RAIN GARDEN (BICRE7ENTIIXJ FACILITY) SEE SHEET 3 12.58 ��FF`66,0705F� p7 OF 7 FL GF=64.6 63,4 FL/6g FL GB x� 61.SST C
7.5 FL ai a' 6j1 C C
*R/L/B INDICATES ENHANCED ARCHITECTURAL FEATURES sc 0B 9 63A 5632 63.1 D Y3� 61� 9T 6 QaT
AS REQUIRED BY PLANNING DEPT. ,c 1 6' FL/GB FL/f9 FL/O6
(RIGHT/LEFT/BACK) 82.(�K=65.4 ❑ p: 63.6 61.00' 61 0 6j 1$T?TC
3'x 7'CONCRETE PAC) 54.0 64,1
F(/Gg 2/G9 0 0 �''a 61.00 6 6 6 0 0 L 61 �'7'WT cf628
6 J 67 6j q6T �'TC C �til
6f.00 1�
Ij � 61� TC 61� ETC C
ffiI� 13.00' 16T TC 61 6i o TC ��.
l
L#�929' � C 6�6 16TC TC F�CB
62 632�s
r
62 5 \ y
76 626 47�
T C 62
C C D6TC 623 �) LIG6 O A
EDGEWOOD R, C 60.00 F 5' y3,5 62
/C �^.F 62? 5 7 GF tF ff
60A0• FL/68 63.6 p7• 0Z 630
74 _
� � FL
63.f 6 FL/GE ° GF=64.1 5 7 0.9 62..1 PE'6q 17
x 7R\
�6qpF�-6A.p7
0.9 63.7 5.
b 635 F 105�� 0,• \�
FL/66
63
m f7.43 D D GF'65.0 5 GF=64.7 5' =64 A , 644.T1 631 /✓
N O A.OF 0.6' FF=65 0 33 FF' r1 6 FL FL
� 64.0 71 6 pE.64.7 AN 2ER 63 A FL Pf-W ¢ Z6 T1/M is
FL 6FL FF=6534 6FL
SEE SHEET 4 �! p4 Of PF-6567 642
FF'66 67 642 _ FLU' 7174
s ?�w If FL g a i m fi°'�
q R/ �1 a �)
1 � iy '� c 62 AB ._ fiO.sLL .00 6000 mF21"
.�' 4.65' 56� AAIID
70.00' 11T6654'
W
U
SEE SHEET 12
m
j1(J6 av 7/17/12 �I
CERTIFICATION: al
THESE PLANS HAVE BEEN REVMWD FOR COMPLIANCE
WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT
AND/OR CITY AND STATE LAWS,AND A PERMIT CAN
BE ISSUED.
GRAPHIC SCALE 1"=30'
KEN SELMALO R.C.E.NO. 56915 0 30 60 90
D�OAEAE-`X&�j��� NOTE: SEAL-ENGINEER A L H I R T A• CIVIL ENGINEERS BENCHMARK: SHEET NO.
� WORK CONTAINED WITHIN THESE PLANS `='�TTCITY OF LAKE ELSINORESHALL NOT COMMENCE UNTIL ANW iKjjK, 3788 McCRAY ST. IN THE COUNTY OF RIVERSIDE. CALIFORNIA
ENCROACHMENT PERMIT AND/OR A ��g.r. g RIVERSIDE CA. 92506 CITY OF LAKE ELSINOFE BM B-95-63
GRADING PERMIT HAS BEEN ISSUED. W yip $ -_ (951) 686-1070 ELEV.= 1381.72%EST. 12/95,NAV029 TRACT NO. XNG PLAN
d A s 5 ° ° ` A ' E 8 PRECISE GRADING PLAN
WL 7M0 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR a NQ C71•.6R
ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. LOTS 59-44 S 71-78 OF 13 SHEETS
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR
TBB BEFORE DAYS BEFORE
� DURING CONSTRUCTION,THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR. DATE 4? OIVUC P PARED BY: R.C.E. NC. C71582 SCALE: FOR: W.O.
Tou TREE ulaxoAix sFRiErry1FRT 1-mo-aT leoo FOR DA TEERMINI G AN E OU�LE SOLUTION AND REVISING THE PLANS ENGINEER REVISIONS COUNTY ¢ DATE (.Q(,01 H: AS SHOWN V: K.FOVNNIM HNM 04-0401 FILE ND.