HomeMy WebLinkAbout765-4ALOT GATE LOT WALL
Fit i
i i I I i, TW MIN. TF MAX. FIG TW MIN. TF MAX. FIG
140 538.3 530.3 530.8 140 538.0 530.0 531.0
x TUBULAR STEEL FENCE
PER SEPARATE PERMIT
I 141 536.0 527.3 528.3 141 535.6 527.6 528.4
60.501
7 524.3FG 524.3FG 60.30' i o 142 533.0 525.0 525.7 142 533.0 525.0 525.9
I I 526.8FG 526.8FG ! --
61.0 0' 61.56'
PROPERTY LINE I
6
O• 531.9 FG
529.4FG 529.4FG ! 143 530.3 522.3 523.2 143 530.3 522.3 523.3
I
531.9FG
185 525.3 517.3 517.8 185 525.0 517.0 517.9IIIII
I WOODEN FENCE
PER SEPARATE
BLOCKiWALL
1 PERMIT 186 527.6 519.0 520.0 186 527.3 519.3 520.2
PERIMETER BLOCK WALL I PER SEPARATE,N
PLAN I I 1
187 529.6 521 .6 522.4 187 529.6 521.6 522.5
529.2FL
2' i I I 526.6FL HP _
531.7FL I 188 532.6 524.0 525.0 188 532.3 524.3 525.1
524.1 FL HP 1% 1 r
HP I 1
1
1%% - 2Ft_
528.8FL 4
j r I
1%
L 526 1% 1% 189 534.6 526.6 527.5 189 534.6 526.6 527.4
526.2E 1531.3FL m
CD 5 3.7FL
r 523.7FL
i 28.7FL
j
531.3FL
PAD I L F_ u I s` o
r
ao i 190 537.3 529.3 530.0 190 537.3 529.3 530.1
i
i i oo f 0DF 1 p I 0DF
I Co 141 140I143I .3 142 I :- X o ALL WALL FOOTINGS TO HAVE 6" MIN. COVER z
I o
r
to 12-
SECTION e-e B 3B XB 4A
CzIx2
j y I 0.1 DF j 0. DF I N FF=530.07 N FF=532.57 0.2 DF N LOT 13 9
N.T. 524.97 oFF= 2 4 FF-527.47 1
i I 2 4 PAD=529.4 0.2'DF i PAD=531.9 ,
WALL FACE PROPERTY LINE I PAD=524.3 !
DF PAp=526.8 PAD=534.7 PHASE 4 DISTRIBUTION SCHEDULE rn
y I I 0.3 DF
J !
PLAN ELEV. LOT NUMBER STAND REV. ELEV, TOTAL TOTAL24
I I
GFF=527.14
I 0.1'DF
4t 4
I
i GFF 523 7 I J
5 3FL
7.40' GFF=531.24 A n
FF-524.6 I 525.8FL I I L I 30.9
J
j j J f 3 GB
cvSDFGBZGB
28.2FL 5 FL 3 I 1
1 I N 6.310
1 525.6FL i N1 530.7FL
1 B523.1 FL
i
3 0 2' F GB
6 ;0
d ! GFF=529.57 p, C
1 I 523.2FL I
i i
n
i a a
I GFF=526.97 I 8 Iu1
r 1 PROPOSED FENCE GB FF-524.47 4 .,L _2_ N f 5 ; GFF=531.07 1
5 ' C"------ 26.89_G8_I I ;
i N --
77
524.39 c c i ; N - 530.99__GB
75 '
1 0 5 ! 529.37GB I
T
GB
5 o
I i 526.5TG I
LIJ
a s17 N BV
r
8 y BV `
a -. - i- 528.6B -° - 526.37B V-_ j 53d.OB IV- - - - =31-:(1
J\
a-4-B - 'S'Z.33B1N - _ -Ia-._ - - ° 524.9BW - < - 5 25.84BWo a .---
a- --
b i- _ ° = o_
a C i
V I
J,a
a ;
r 52.82BW ° ! 522.E . d
n1
r'
1 l I, r
v
I'`..\
I
I
j. I !I
D i1 j 0 INDICATES PLAN IS REVERSED ON LOT
W r J r 4 I I040)51 NV t' I 200I525IA
r OSE 1 00 t I 7 Co o I 188 1WL_ I o coo I 525.4FL I W519.9011 r l 6 PHASE 7 I I 00
r Y - 3.83 I 142 8 1 1
i' gyp I
v
4
CN
L-i
n - 1± t_ RIM , i i ' -
70B I n Z_ VsE LLI 2/ B 2
1 4 -4
L_ 31
i-- -- - - - i -jam ----r - V)
cyCV5 .to
Lo
co co I--Lu1-I 190 1
4?3S a ° ° a
r
c,,v -_-_-_ j S19.7TN 7 N
I N
J i
52 1 I N 7 N
J
I v
W A 1LOT184BJ npY3gjiI0143
LiPAD5317.7 i 5 4 0
2-988W i I I I, I
a
I
a fi.9 W 0 52 7..7 V I - b- Q' ° o _
529.4BW - a_ Q0o04.2BW 5.19 W 4 52 8 a a a -52 2
18v- 5 9.1 3W- OBW i. o . ° - 52:SBW; I A
1 o 62.5 7' o I- - . d- - ° . - v - - . -i _" a 6 6:44- - C 1.
T 6-7. 5y4 Z
N ` -y
I . 517.8FL 5)8•g a y
i--a o i o l 4TG 6 0 Bv rn m =C966720.7TG 6'fi1NV V I PHASEi556Io2II
r r520.01NV I
GB
141 18 1 1 2
m _
I
FF 5-A C
517
5 i I I 28.57G6 I
F I z 5 LINE mi8L521. -I 523.47G8 I I 7 5 i 531.19 I z19GB25I2` 00 i cv
15.G11' 5
8 I I 6.19 GB N n i " I<' I I G = 1. 4 B
189 1iItD
I; 5 i 530.OFL
1 3 1 1 i I F= 527.5Ft
0 4 D 520.OFL d f G I GB fc -J FF-51
I w G 15.b0 d i GFF=523.67 j I 524.9FL I GB' I 529.9FL
4 9.24 J l
B
I p' GB 527.5FL I N+ GB
520.1 FL I 0.5'DF 522.3FL N 0.5 DF i' i
I3I
GB
I
3N1GB3i3 44 i i
5 84 i 522.4FL 3 525.1 FL I I GFF 531 PHA SE 7 1 0 UNITS
8 j GFF 520.77 I GB 3 I iNIGB
1 GFF=523.84 ' i GFF__526.44 GFF=528.9
0.3'DF
0.3'DF ' 0.3'DF RELEASE 1 -7
1 LOT 191pgD59•57 N 0 DF i I 2 4
0.1'DF ;
N
18.9 N 18fi 0.2 DF 2 4 188 I_ 189 Ln
C6 190124XBL 2 4 18 4B I
COo.1'DF I PAD=533.9
4
N ` 4A I , o.2'DF I - LAY tb0 159 5B i ,
1 ''
L
i I
0 I 9.27 N 5 5 51 4 14, 46>I 143 1&2_,41 14G 139 13a 137 3
t FF=521.77 L FF=526.77 52 FF=531.77 N 3;51
0 DF PAD=531.1 t_PAD=526.1 0 DF SERT ROSE WAY - FF=524.17 PAD=528.6 SER,lr 1 8.3FL PAD=521.1 i
0 DF PAD=523.5 I
I ,:-518. 520. r +i I I
I
528.OFL 30.5FL
LJ
i ,
x 172 173 174 175 176 184 ' R ( i
17 i88 1 19 191 192 193 194 19 per
T522. FL 528.OFL 81 6
t
7FL 5FL 520.5FL 522.9FL 530.5FL
6
m
4 216z, 214 1y 24HPi.- i=' 525.5E
i 1 k 525.5FL 1% ti 22 19 + ,
o
j 2 OS 20.203 202 0 2 9 S ,
s
1 ;r; i 1/ I I \ 1%`
6 S'TQRJ 20 os 205
S 11 ''> >78
qYJ.
o
oy
o1/o j\_
t
1/0
1°o.9 FL 6 C F, 113
l,g ?
aI ;' 520.9 FL ki 1% 1%
1D.053p18 HP WOODEN FENCE18.9FG HP
51 8 9F(', j
525.9FL 528.4FL PER SEPARATE PERMIT
523.3FL f L, HP I 243 244 245 11i7
H P r7
17 239 240 241 242
1
110
521.1FG HP
o I 2 2a a
1
24 27
M 0
247
os
Y
Q
521.1 FG
8 '- - - - -,- 523.5FG I 526.1 FG 528.6FG 531.1 FIG YTe
523.5FG 531 1 FG i ERR
S 6.1FG 5 8.6FG
6.6 fi' i`6r7. 0'- j /' 41' - ` - - " 5.62'
Y0
i
c-'
f TUBULAR STEEL FENCE I z_ . __cra
H OA LOT i
P EPARATE-PERMIT
iI INDEX MAP
CONSTRUCTION NOTES NTS z
a 0 C
O CONSTRUCT DRIVEWAY APPROACH PER DETAIL ON SHEET 2 cn
Ln
20 CONSTRUCT 6' HIGH BLOCK WALL PER LANDSCAPE ARCHITECT'S SPECIFICATIONS (PER SEPARATE PERMIT) mm,
3 CONSTRUCT 6' HIGH BLOCK WALL AND GATE PER LANDSCAPE ARCHITECT'S SPECIFICATIONS (PER SEPARATE PERMIT)O
40 REMOVE 1 BLOCK FROM BOTTOM COURSE 0 FLOW LINE
O CONSTRUCT 4" PCC SIDEWALK PER LANDSCAPE ARCHITECT'S SPECIFICATIONS (W=4') NOTE.
ARCHITECTURAL ENHANCEMENTS 1 inch = zo rt
iO INSTALL 6" SQ. NDS GRATE INLET NO. 05 (GREEN)
BACKFLOW VALVES ARE REQUIRED
20 0 10 20 40 so
O7 CONSTRUCT 3" PVC PIPE WITH CURB CORE (INVERT 112" ABOVE FLOW LINE) PER DETAIL ON SHEET 2 FOR LOTS 140, 141, 142, 143, 187, 188,
189 AND 190 GRAPHIC SCALE (IN FEET)80 THICKENED EDGE FOR CONCRETE DRIVEWAY SLAB PER DETAIL ON SHEET 2
@M%#MNO. DATE REVISIONS APPROVED BY DATE CITY SEAL CERTIFICATION: ROFESS/p
PREPARED BY: CITY OF LAKE ELSINORE
0 1 9-06 RECONFIGURED PHASING TO 1-6 TO 1-9 AND MODIFIED HOUSE PLOTS
Q
P H H,q
Nq
rt , p 4A
THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE T tics TRACT N 0 . 31 7 0 6 P A 2 3 SHEET:
c e
o MIME
2 NOT USED APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY CIVIL ENGINEERING LOTS 140-143 AND 185-190
11/07/O6 REVISED PLOT PLANS (LOTS 142,186,187,189 AND 190) D7 AND STATE LAWS, AND A PERMIT CAN BE ISSUED. t No.29242 LAND PLANNING OF. 6
@@@ G1 /o ,ao,okcs T,o: GJ G, 78 s o 03A07
LAND SURVEYING BRIDGEGATE RELEASE 1 -7
d d 5 KEN SEUMAcO R.C.E. N0. 56915 DATE
enew: 3-31-2007 * 1181 CALIFORNIA AVE. - STE.202 - CORONA,CALIFORNIA 92881 PRECISE GRADING a n d
J,951)280-4144 FAX(951)280-4150 FILE N0.
TWO W RKING DAYS 6 T'9
F
CIVI1-
p\
P
RCE 29242 3131107 DRAINAGE PLAN
BEFORE YOU DIG
OF G AL\F
O 7
4
7 JOSEPH HARTGE LICENSE NO. DATE W.O.FOR: F.B.
X1lym 71
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