HomeMy WebLinkAbout802-9LOT GATE LOT WALL
HOA LOT TW MIN. TF MAX. FG TW MIN. TF MAX, FG
1 545 n
1R C
1540 E
BLOCK WALL PER 161 534.6 526.6 527.5 161 534.6 526.6 527.5
1540 TUBULAR STEEL FENCE SEPARATE PERMIT 7
162 537.0 529.0 529.7 162 537.3 529.3 529.9
163 539.3 531 .0 532.0 163 539.3 531.6 532.2
4.4FL I 164 540.6 533.0 533.7 164 540.6 533.0 533.7
53 I k
1 HP \1% 532.9FL NOTE. T
L C c
1% HP 1%I 165 541.6 533.6 534.4 165 542.0 533.3 534.3 t
534.017E 530.6FL i 528.317E m M)
m
G 534.017E 1% HP BACKFLOW VALVES ARE REQUIRED FOR
I 532.517E HP 1%
r
LOTS 161, 162, 163, 165, 166 AND 169 166 544.0 536.0 536.8 166 544.3 536.3 536.9
KI 0 DF I
FL 530.217E
1% 530.2FL I
527.917E
1% 527.9FL
6 I
532.5 I I 167 546.0 538.0 538.8 167 546.0 538.0 538.7 t
3CR I
6
o'DF O'DF I o'DF
n
168 548.0 540.0 541 .1 Z
FF-535,27 o
I 162 6 168 548.0 540.0 541 .0
V 0
C
PAD=534.6 I 4AR o I ; ARCHITECTURAL co
FF-533.77
I I
0.2'DF
3CR 1 169 550.3 542.3 543.1 169 550.E 542.0 543.2
z
1 0.2'DF PAD=533.1 I 0.2 DF
FF=531.47 0'DF
T ( FF'=529.17 ENHANCEMENTS m
4 2 i 00PAD=530.8
4 2 PAD=528.5
4 2 170 552.0 544 0 544.8 170 552.3 544.3 545.0
GFF=534.94 0.3'D F
I
0 I I 171 552.0 544.0 544.8 171 552.0 544.3 545.0
h 3 GFF-533.44 I
t'O 529.817EI
532 FL I GFF=531.14 I GFF=528.84
4 2 uj
p^a 533.5FL
FL
I 3 N GB I I V) I NOTE: ALL WALL FOOTINGS TO HAVE 6" MIN. COVER
a 33.5
mop , GB -
GB 532.017E 0.5'DF I .
3 0.2 F
I . 3
N
w^0IODFcvI
5'DF534.69
GB- 527.417E
GB 527.417E I cv _G- I
o o
2
0.1'D F GFF=530.97
5
I GFF=528.67 G B I
I PHASE 11 DISTRIBUTION SCHEDULE
tih• 5 530.89 GB f I 528.59 ,i i
N 526.19BW n i LOT NUMBER STAND REV. ELEV. TOTAL TOTAL51532.86GB' GFF=533.I
8--- 5 PLAN ELEV.
z l 5 9.617E
A
7 46'00 v ABV
GB
23.21
BV
64.60 67.99 I Bco
528.92BV 1 52-:53"B , . 5261 48 n 52.5J3B
7. A _ _ . - 529 83 Ic 6 1
1
n I I
yU7TCNA
cO 530'S7
M A
F uu
529.70F N L A
l
r
a e.3.6 0 PHASE 1 to 6 'to 15 LO LINE 2
n
O V N I-
T- B
j
v1 c 0 0
533.42
Ld
RIM OAKRIDGE COURT O INDICATES PLAN 1S REVERSED ON LOT
YCD 0II
t
o
COil/ h : n
V j
WALL AIA. N
PERIMETER BLOCK
n - n -^62 68 70 32/ 3 3 z
0
2 mcLn
Ln co
ru
R W
VARIES 4 -
TEFL FENCE PAD A
169 1
099 TUBULAR S
1 D
HOA LOT P 3 3
2 B
745 =- _- - - - - - - - - -9. 7 - - - - - - 6.6
161 64 2
270_1 - - - - V - 8 SW C
f 9FL
545.717E
O I 543. I 541.8FL
45.3FL HP I ' 1% HP 1% l SECTION D-D1539.717E
f
547.2FL I 545.317E I 543.5FL I HP
1 q
l N.r.s.
12.8 1% HP 5.00' 543.517E 541.417E 541.417E 1% I 1 539.3F 4 B 2
539.3FL
i
546.8FL 71 rl 0
0'DF
O'DF Klo'68 D'DF 53T 6FL 70 1
1
CR I . 169 I tiP C
0 DF
11 UNITSII546.817E I
0.2'DF 3AR I S3 2F q 19• 7 FF=546.57 CJ r` I FF=542.67 COI PHASE 11
I1?2y
0.2 DF PAD=545.9 o , FF=544.77 02 DF
PAD=542.0 o I 6
0' 4 2 I PAD=544.1 I 4 2
1 CR l DF
0
b` i FF_54 16FF=548.07 0.3'DF -
I : I
w
0•57 6 53,I PAD=547.4 4 2 GFF=546.24 4 2 1 PAD=53-9 0 0 2F RELEASE 1 - 1 1I0.3 DF 9 v/ ^ .2 DF R
I I I 3 , I FF-544.44 I GFF=541.67
541.017E
1 p.538.4
544.817E 4.8FL
I GFF-540,24 AD,5378GFF=547.74 - I G I 3 0'DF I .
GB 1
n I0
II 546.4FL GB 3 D3 _ 0 F .
GB I ' GFF=546.07 0 5 F 543.017E 540.917E cv N 4 2 l (;
Fcj 4 2
I so159 ' '
S 5 4 4 143142 141 ,40,39 138,3, 0
m4DFGFF=544.27 0.1%. GB GB GB8.8FL
5 0'DF l
l
DESERT R WAY
DS T
Rpm i3
T3 m C:
I 46.3FL N I 8 N I GFF=541.50 ° 5 1 F=540.07 6,
WAY
37 O G
I I 545.87GB-_' •GFF=545.57 5 I 544.19 cam_ 543.0 I 3 gyp 181 t82,83 9 a C-
Gg 5 0.2DF 5 x n 8 84Rr e mGBGB541-42-- -------- I 539•99 (V ; I
C/ 36,8F s
172 173 174 175 176 1 186 187 ,88 189 19 191 r11f92 993 194 195
9
R0 e 1?5 '
2
1) GFF=547.57
546.49--GB----
Sri
Lj-
N i- rn r o 64 08 20 06 20 20 203 202 0 2 9 19 i
s '''
0 5 o vi 0.3'pF l GFF, suN 11e ,,
9NInlpREST113 O
z .aB v / N 9
o 5.4 55.59' 63.60' 3. 8 38.39' O 538 717E 3789 s7
21
3
3 3 2 Q z
C
01
N
y 52.41 B -
gyp
A S 6
2 4 r
i 7 , 7 `539'97 W o GB w 7 2 31 239 240 241 242 243 244
110 F -,
544.4B1 42.9 BV17 540.8fiB 53 49 h N 2 W
2 7 10978 C.7
i o Z
I rY >
0
8
ES 249 2+8 247 2 4P
i
537.99 IlISO oa N m
II 7.5 , 6 A c.)
P AIMS CURT J:>' 539.83TC 8 .
18•26 REpgERRYI4TC41.04' S•6
p543535. BW 5 4
9
54 AFL 10.09, 63.68' O.0
3 C. 0.cPHASE N
q11
d
30.9 a 536.4 0 53 7TC
T A
U
535.2617E
539.69 83, 0
5 INDEX MAP
OAKRIDG 1 O O U RT RIM
5
O NTS
i 0
t-- 7 .
V
I 1 1 inch 20 ft
20 o to 20 40 80
IJ
O GRAPHIC SCALE (IN
isioNs APPROVED BY DATE CITY SEAL CERTIFICATION: oFEsslo
PREPARED BY:CITY OF LAKE ELSINORE
i
N0. DATE REV9sD• TRACT NO . 31706 PA-23 SHEET:
0 1 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE F c
2 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY r aN 2 CIVIL ENGINEERING LOTS 161 THROUGH 171
o s
o
o AND STATE LAWS, AND A PERMIT CAN BE ISSUED. N0.23434 LAND PLANNING OF:3
C°l[ 3 LAND SURVEYING BRIDGEGATE RELEASE -11
0 Xa 06-9 4 Exp. 12-31-07 * 1181 CALIFORNIA AVE. - STE.202 - CORONA,CALIFORNIA 92881o00
5 KEN SEUMALO, R.C.E. NO. 56915 DATE
C ` \P
95 8 FAX(951)28 -415 PRECISE GRADING PLAN FILE NO.
1 V I RCE 23434 3 Z
TWO W RKING DAYS 6 F OF
DENNIS D. NELSON LICENSE NO. DATE W.O.FOR:
BEFORE YOU DIG 7
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