HomeMy WebLinkAboutLots 32-38 & 77-81 pg.9 LEGEND
® TYPICAL A.C. PAD
OF. DEEPENED FOOTING
F.F. FINISHED FLOOR
F.L. FLOWLINE
F.G. FINISHED GRADE
F.S. FINISHE'D SURFACE
GF. GARAGE FLOOR
H.P. HIGH POINT
P.E. PAD ELEVATION Sp ESMNT
T.C. TOP OF CHRHB 20 '
TF. TOP OF FOOTING
T.W. TOP OF WALL \ /^DAYLIC&r LINE
T.R. TOP OF RETAINING DAYLf6Hr UNE
INV PIPE INVERT ELEVATION 44,69•
2:1 SLOPE / &7•�, ,q�OIF l .mil\+� o
DEEPENED FOOTING Op RETAINING WALL (PER o m 4 61,50'
SEPARATE PERMIT) q `
61--0. c'SiR�FTOjI� 61.4
FIEF HYDRANT ASSEM%Y _ 61.50' � i.._ ^. 4\`\ p�
0 77 PROPOSED STREET LIGHT
------------
BLOCK61�.
WALL (PER SEPARATE PERMIT) \ A4p
-.- waoo FENCE (PER SEPARATE PERMIT) y
-� W40UGHT IRON FENCE (PER SEPARATE PERMIT) --
a
MODIFIED SETBACK LIPS PER SOILS._ ... _, m _ �- -- 4 ❑ _� 0 60.8`\i 6F-� Oq 6g19 eU1 �ZNF
�I -
._______ ENIGIPEERS RECOMENDATIQJ AS 0.5'OF
APPROVED BY BUILOINXi OFFICIAL 62.6 62.1 6FL6 FL PLAN 2FR 61,4 oa.1 AN 3DR� r �� B ( -. Fq -
FL 61.9 PE=62.3 FL 61.1 ' III 44.75'
RAIN GARDEN (BIOETENTION FACILITY) FL PLAN 2ER FL PE=62.D
PLAN 3F 62.2 .5' 5• FL PLAN 4G 0.7 6 FF=62.97 FF=62.67 ffi
INDICATES ENHANCED ARCHITECTURAL FEATURES 62.3 PE=832 PE=62.9 6' FF=63278.51 6 I I, $ m o 1p li I�
FL FF=63.87 0.7'D'" FF=63.57 09. 5' 09'0- OA'O' g ( ^m 1r7 I
*R/L/B AS REQUIRED T/ BY PLANNING DEFT. p
(RIGHT/LEFT/BACK) ,.0'6- 09❑' ,.0'6 0.6'LI' ❑5 ❑ ): ( 9.C>s'
sT 3'x 7'COPRAETE PAD 6f.6 GF=62.0
lF=632 ❑ ❑ FL/(8 5' GF=62.6 GF=62.3 �.7 T i y '( I� F1P
61.1 6,.1 ❑ FL/GB t�.B j ❑ cry
5' 61.8 61.8 GF=62.9 609 60.B FL/GB i, +^e v, ( c LR
FL/GB ❑ T FL/G8 FU(E $i<I LL m m I` 14335' q OjF
62.0 FL/!8 61.3 FC/GB FLICO I I \ ❑ i { ?FO
1 F SF
R/6H �� o ❑ Io I y? -- «•i_�._ jL,y0 Te
SEE SHEET 8 61.B, 38.63' L ,,1<FTTF9
S 6. 6. S �. GO SO 60 �J 6O Sy S9 `59� Imp, b y,• ~
'9T�"1r� 'O�C�o��C 0 b � STC+ `�`�C BjC ETC OTC �lC ipTC `P'lC `QSTC TC Imn h m :}il � m o ti
EDGEWOOD DR.
m 9rc R fe o :nc ��rc arcTc ��c 9To rc rc arc 9"c c \ N
i
-f62B' 43.71' { .W' 60.00,
I 62.0' !
FL.GO 61.7 '1 LWE „
61.7
FUCCB -/61 619 61.4 612 �
GF=63.2� 55 D D ❑ q/C� FUGB �y
5 52.00 --G
GF=62.6
1725' T GF=62.9 0.6' T FS
5 G9 B5'� B�CF 5 BB'O° .� L0
SEE SHEET 10
0.3'ff 61-B FL
PE=632 PE=62.6 ,[�
FF=63.67 5 s�7 FL PLAN 34FR O
63.0 62.4 PLAN 2DR�.7 8 PE=6z.s BASIN cPER IN B1
F 0 PLAN iGR 4 PRECISE,R7ADING PLANS
52.00 _-
52.00
G
-1 W.00 map, W 00' 60.00' z
60,15' - 60.15'.. 60.15
id
tuv
SEE SHEET 11
01)b nv -7/9 /z
I
ai
CERTIFlCATION:
THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE
WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT o
AND/OR CITY AND STATE LAWS AND A PERMIT CAN
BE ISSUED.
GRAPHIC SCALE 1"=30'
�+QrW+•AY� O7�Z/�I/i
KEN SEUMALO R.CE.NO. 56915 0 30 60 90
NOTE: SEAL-ENGINEER A L B E R T A. CIVIL ENGINEERS BENCHMARK: CITY OF LAKE ELSINORE SHEET NO.
_ ��� WORK CONTAINED WITHIN THESE PLANS WEBB
SHALL NOT COMMENCE UNTIL AN H 1NJ.iKJiKJ 3788 McCRAY ST. IN THE COUNTY OF RIVERSIDE, CALIFORNIA
ENCROACHMENT PERMIT AND/OR A w RIVERSIDE CA. 70 CITY OF LAKE ELSINO. / 8-NAVD2
^^ GRADING PERMIT HAS BEEN ISSUED. W A S S G C I A T E s t� (951) 686-1070 ELEV.= 1381.72',EST. 12/95,NAVD29 TRACT NO. 32337-F
1(v PRECISE GRADING PLAN
DIAL TWO IYB(B3NB THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR NO,C71302
SORE DAYS BMW ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. LOTS 32-38 S n-81 OF 13 SHEETS
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR
DURING CONSTRUCTION,THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE RY MARK APPR. DATE 0r� CiVI` PR PARED BY: R.C.E. N0. C71582 SCALE: FOR: W.O.
Hall rnEc A PUBIIC S[VICF!Y -�-�- FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS REVISIONS aaf� �2,,t'T H: AcJ NN V: F LE NO.
ullouoxamo AIERI FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY DATE <•CL a�F 12- K.HOVNANUN HDES 04-040!