HomeMy WebLinkAbout765-3A r R/W LOT GATE LOT WALL
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# TW MIN. TF MAX. FG # TW MIN. TF MAX. FIG
i .
t;- '' 136 551 .6 543.E 544.5 136 551 .6 543.6 544.4
538
' \ 9FG I 542.5FG ;,•
PARKWAY
137 548.3 540.3 540.8 137 548.0 540.0 540.9
TUBULAR STEEL FENCE
PER SEPARATE PERMIT
PERIMETER BLOCK WALL 1
138 544.6 536.6 537.2 138 544.3 536.3 537.3
' S34.7FG 38.7FG
-- - 63 I r ` \ \ \ , j 139 541 .0 533.0 533.6 139 541 .0 533.0 533.7
•p�, i { set :, _ _-- -, -� - j; t j ,t HOA ;
l 191 540.0 532.0 532.9
! 542.2FG LOT j 540.0 532.0 532.8 191
i - _ - -
{ � I � { 545.6FG
I 534.7FG +
1 545.6FG 2%
WOODEN FENC \ I
v 192 543.3 535.3 536.1 192 543.3 535.3 536.3
193 547.0 539.0 539.6 193 546.6 538.6 539.5
{ PAD
- I i 11 r t /
WOODEN i - - - - - - - - 38.3FG = 54 .9FG 541.9FG --�',{ { I j Y%' �' ' % 194 551 .0 543.0 543.8 194 551 .0 543.0 544.0
FENCE; 8.3FG 538.1 FL 1 ~ 12 0'' 5.00' 545.4FL I { '
j SECTION D-D
i / � �
HP 541.7FL I { -HP- - - I {'�' ;;"
_ - - - I I % 1% I, ' I j 195 555.3 546.6 547.7 195 555.0 547.0 547.8 -0 o
1 534.5FL { 1% 1% HP I i 1 `; I 4 ; PROPERTY LINEf Q
' �� I , ( I ! 1 o
,-� H 1% i
------ i N 1% { I U� I � 1 196 558.6 550.6 551 .3 196 558.6 550.6 551 .4
1% I F-.541.3E
{ 534.1 FL 534.1 FL { 537,6FL 537 7FL { r--� r- - � { Q'DF I
L 545.OFL
{ I i � { ``� L 0'DF { 545.OFL 36 ;6 z
01DF { ►� 0.1'DF 541.3E { 1 { c-
a
{ 0 138 13 ; { 3B I '� PERIMETER BLOCK WALE !� N. COVER m
3 1219 3 ALL WALL FOOTINGS TO HAVE 6 MI
►n 139 { 4B ❑ 1 0.2'DF { 3 FF=546.27 i I �' j n
coo' 3C; 0.1'DF ; I o 4 FF=542.57 �- i PAD=545.6 I I ` / ( /' �%
N ; 2 4 FF=538.97 0 2 DF 2 I, /, PHASE 3 DISTRIBUTION SCHEDULE m
a =538.3 PAD=541.9 { { { f ! - 2 co
LOT 140 FF=535.37 PAD , I - - I i ; , ;i
0'DF j : {� 2 4 '� � {' / , PLAN ELEV. LOT NUMBER STAND REV. ELEV. TOTAL TOTAL
PAD=534.7 0.3'DF 1
PAD=531 .9 { ' pF r --- '- GFF=545.02 { v/
2 4 i { : 0 3 GFF=537 ! ; i ' A
,-- , I L GB TFF=542.2 � 551,66TW
` 53 1 FL 3 540.9E I ( . - Q ) '
i - --= 4 ! 1 N { '545�OOTF I % / ��- 1
533.6FL GFF-535 0 J I GB 1
l N 537.1 FL 0.2 DF ► j - PAD B
3 i N 544.5FL �' i �? j=��; 7
l 3 I
- 1 F T GB
� N 0.5 D I
I l { 0.5 D !
i 533.5FL S40.8FL I _ 5 C
2!2 ' S., 0 i� GFF=537.55 1 { 77G '
6:10 I 2• T-
4 I GB I GB N_544. 7G
533.6FL S44.5 iL
{ I ► GFF=542.07 8. 6' '
GFF=534.87 _ i I - ~
r
{ � ' I 2 c7 N 8 I 5 I �!------541.99GB , GB I \`\ ` -
7.30 I N 534.79 5 1 c� 537.35GB { I I -- - cB { SECTION B B
PHASE I _ - 1 o I
534.BTG �s t"z I t`, S �, PHASE ``-� \\`� P`y1 TS2 LINE ! 5 534.1 IN �, - , _ �, 1 WA , C @ PROPERTY LINE B
- 7 9 ( \\
53.
_ _ \ _ ,- __ --}�3�-_ - . - - - _ LINE
- _ 7.
- -6 T.50 4. a : . 543.4BW _ - - - -
541:�1$W j - C
&7.5fl- a_ a .537.35BW a . a a . 9.5$W4'4.
Q Q a • 3'3BW ..
` d i 536.2BW ` a • - -
a. o I 9 ` _a 53 .OBW = a- 55-4.90 -W - - - - z
=�31-:Or1 BW a : I _a ` I�\ ' • o a - -
- - OINDICATES PLAN IS REVERSED ON LOT
• I %',� ` ! � � � f rn? ; -�-�-~ a .a G. a ! - - 137 94 192 1 2
N� PHASE o •. • _ � _ _ _ ,� A 3
I ao
o . _
533.6INV 7 c6 r ' ± 5.42% + 317 QD I + 545.46 a- �- B
a. Q �� 3
RIM DE SE a ..
coo' 533.10 + --- `Q --�• - R --�
F- PHASE 7 i j 533.5 L N r, I -- v T
+ RIM -L '-. _ N ` N J i i V - ! �% .� ROSE , W
W -- - _ , - - -- LL
WAY f
W - - ' - --� -- ----- -� --
' I
_ _ - - - =_-- ---- - �__ _ __-- _ - - _ _-i "
0
_ T--- t
------ -_ - --- --- -------`-' --- __ fi -- --- - _ -^ N ;� 1 + N jam- =� - _- '- R W
-------- - -,- -- _ ------- C-4 ::1 _ _ IM 1 '- -- -�; o i N --- I --- i N N ----_.__ - 96 1 1 o
___ o �- A
I +
Co
- -- - -- 529.91NV 7 --N0 C
' I 1 % I N Y ' -- --- _ ` 19 136 1 1Cn
1 LJ 1 a - j J PHASE rp54BW�►: - a a 54 .2�BW_ � j
- . 58 8BW 540.ONW. • a I � ' f ' z
I , i L, _ 1 BW. a 5,36.41'B1Td _a _ a q 34 g \'I ' i 2I-- Q 139 1
2 2B�N 533.14�W o 3 _ I a - - 3.6 40.96 2 - ` 6 �W 54 OB ! _ W C 1 _
n 53a• BW a- 4 , - - _ a W a Y rt��_
✓j // o a �, �� m
7. R 536.3TF 535 !, BY ' _
U - B V j i545.OTG �3 ` -
� - o 536. Tw 53 5 ; i 4.31NV 6 59•24x"-- - f-
! 530.BTG 6 � p 535 F I 5.67TF i I \ �- --_= ` l A ,z
I `�530.OINV ( Cn
d
r'
I± r r f
0
544.99GB 1 2-- - - 5396FL I --- 5 I E3v
GB GB33.87GB . 4
- ------- -7.29G{ GFF=545.07
8 0.3'DF 50 'C') - � F 37 539.6FL 543.7FL p
( ( I , GFF=S ) -o -------GB • J ;' C
5 ; { GFF=534.07 : { : 0.2;DF, { ,� �4t GB I Gg 48.72 : ; �} 551.82 5 ! '�
536.OFL . 1 �'1 0 5 DF I 547.6E
3
0.4 DF 532.7FL ;
`�+ GB 3 I 0.4 DF ! !' G8 �� 551.2FL f f I PHASE 6 - 1 O UNITS
i { ' GFF=541.04 J 547.6FL �'� , , E • ' -
1 5 2.9FL `�� GB I 536.2FL 3 I I I 543.9FL I 551.2FL GB
4 FF=545.24 GB 3 ` )
i =537.54 I I 0.4 FF= = J ' I
FF=534.24 �' { _ ' 0 DF ( DF _ 548.89 -I
3 • !
I 0.3'DF I 3 ' ,
�- 1 { GFF-552�071
1.
ou o'DF 9 i 2 4 194 �: 195 ; ' 1 156 .33Tw ( RELEASE 1 -6
LOT 190 , {
- ! 0.2'DF { � 192 � 3 j o '� 2 4 48 0.2'DF �. ' ( � - ) -
55 .00T
PAD=531 .1 4 191 N 3B I
, I 4 2 '
2 o I NI 0.2 DF 3 1 I.i40 I 1.
{ I 2 4 0.2 D F ! co I I o FF'=545.57 °� - i i 1n 1 •: it I J
o FF=541.37 j N PAD=544.9 ) FF=549.47 I : ; I I i
i - I C%4 4 .7 PA I , a l I ! ? 1 160
! FF=534.57 J , FF--537 87 ,-� 540.1 FL PAD-5 0 0 DF I 3FL I D-548.8 I 1 g6 ,, , ; 159 g 49 47 4`
N 1 544.
PAD=533.9 :-� O'DF 0.1 DF ' UO 'DF +
PAD=537.2
I I 5 143 142 141 140,3� 1 i7
l; I `i
! � � . I ESERT ROSE WAY ART R I iT �35 34 1
' ❑ I ►- - j t !--� 548.1 FL
4 II _
{ 540.1 FL { 5 .3 L -' 14.2� 5 ) ! ; I ! , ,6, �o ,
I 533.3FL )
3,
FF=553.07 i ,7a 1 180 ,s, 1az 1 2a
{ , �❑ { , I / <\ 0 DF PAD=552.4 D -D I ( ' I ,72 173 174 175 176 1 185
! 40' I 536.6FL 536.6FL -- < 1% 1%- r-<�
6 m 216 2} 186 ,87 ,88 189 19G }g} ,92,93 194 195 Rpm '� �2S
�-< 1% - 548.2FL S51.8FL
533.3FL 1% -25
; ( f ' I - •• 6
1 - oy
�� ' 1% f [ I FSr 2C9 2D 6 2 2 203 202 leg �� IY�Y
{ { 1% ��� 5.00' \-544.7FL ) 1% % + ' ! I. ! uj
1% 1% !. 9 540.5FL
I - 6.50 Z 0 I H P I _-� 1k1_06 F�
L I P 551.8FL 129 I K iPER R
1% I 537.0E H ►Y, ) 1% ) 0 T z,7 _
N j 548.6FLT 1% , ! I--� 5EP4RAT ; P MITI 4 `� �' '� 0
I 533.7FL HP I 1 _
I I �; HP
I 5.00' f 6 21
{ H P I cv I I ! ; 552.2 FL i ? i { I I ( 6 2 } 2 7 239 24D 241 242243 2a4 245 110111 Q
WOODEN FENCE' ' `t I 544.9FG 1 HP I !
540.7FG I e ! --j a , � 2 MO MB0 ,oa
PER SEPA - { , 548.8FG l i I I ! 8 q - Es 24 2�247
PERMIT I 537.2FG �� �- 9FG - - - f\1 548.8FG _ 552.4E j Oj c ! ( J + R ,, _m om
3.9FG - 544. _ - _ - I
53 ` l - 54 .7FG - - - , Y 552.4FG ( { d i
I 2'
1 - 537.2FG _ - �`"i 1 -- J -69.20' - - - - - - -- - - -- - - -- _ - - ` --- - - - - - --
- - ` - 64 74 i -6�51 ` 7-3 4 ! � S63.33, � ' - a � CoCo
- - 533.9FG _- - �i . - - - b`-7.51 -/ �� _,- - � - -- - j I
/ ` - - - _ -j 57.1 LBW I a 1550.00 o
a
FENCE
- - - - - ' PER SEPARATE ATE PERMI
HOA LOT
INDEX MAP
CONSTRUCTION NOTES NTS z
000NSTRUCT DRIVEWAY APPROACH PER DETAIL ON SHEET 2 � z
� 10� Co
O CONSTRUCT 6, HIGH BLOCK WALL PER LANDSCAPE ARCHITECTS SPECIFICATIONS PER SEPARATE PERMIT ENHANCEMENTS'MIT 5 5 TB PER PLAN TG PER PLAN
O
CONSTRUCT 6' HIGH BLOCK WALL AND GATE PER LANDSCAPE ARCHITECT'S SPECIFICATIONS PER SEPARATE PERMIT LANDSCAPE SIDEWALK
' PIPE
4O REMOVE 1 BLOCK FROM BOTTOM COURSE ® FLOW LINE NOTE.
000NSTRUCT 4" PCC SIDEWALK PER LANDSCAPE ARCHITECT'S SPECIFICATIONS (W=4') 2% % v
ELBOW
BACKFLOW VALVES ARE REQUIRED FOR
1 inch = 20 ft
@8 INSTALL 6" SQ. NDS GRATE INLET NO. 05 (GREEN) LOTS 137, 138, 192, 193, 194 AND 196 3" PVC 20 0 10 20 40 80
O7 CONSTRUCT 3" PVC PIPE WITH CURB CORE (INVERT 1/2- ABOVE FLOW LINE) PER DETAIL ON SHEET 2 _
. G 4
' CURB DRAIN THRU WALK
' a• GRAPHIC SCALE (IN FEET)
THICKENED EDGE FOR CONCRETE DRIVEWAY SLAB PER DETAIL ON SHEET 2 7
D o @M%i M NO DATE REVISIONS APPROVED BY DATE CITY SEAL CERTIFICATION: PREPARED BY:
Q�o�I✓Ss/oNq +, CITY OF LAKE ELSINORE
Z `�
1 9-06 RECONFIGURED PHASING TO 1-6 TO 1-9 AND MODIFIED HOUSE PLOTS � P H Nq l< NO . _ SHEET:
ALRYT NTS THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE �� ��. ti TRACT P A 2 3
o e o 0 2 NOT USED APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY �; � �'� � CIVIL ENGINEERING LOTS 13 6-139 AND 191 -196
C�Q�� 11107106 REVISED HOUSE PLOTS (LOTS 136-138 AND 191-194) p� Z,r 07 AND STATE LAWS, AND A PERMIT CAN BE ISSUED. r N o.29242 LAND PLANNING OF: 6
° @@@ 181v7 A71:,->-00 •P AP Tb Z7,6X41463 G, 7�8 v7la3407 LAND SURVEYING BRIDGEGATE RELEASE 1 -6
d 45d * enew: 3-31-2007 * 1181 CALIFORNIA AVE. - STE.202 - CORONA,CALIFORNIA 92881lo PRECISE GRADING a n d
� ====� 5 KEN SEUMALO R.C.E. N0. 56915 DATE P (951)280-4144 FAX(951)280-4150 FILE N0.
TWO W❑RKING --DA�,,,YSSS 6 ��9�F CIVIC- �p��� RICE 29242 3131107 DRAINAGE PLAN
O CAN, (Q
BEFORE YOU DIG 7 F JOSEPH HARTGE LICENSE NO. DATE W.O. FOR: F.B. -7