HomeMy WebLinkAbout706-3LOT GATE LOT WALL
TF MAX. FIG TW MIN. TF MAX. FIG
i LOT 89 1
T 90 1 1 I
1 563.6 556.3 556.5 1 563.6 556.3 556.9oILOT881
574.2 PA = 1 I I
I PAD-573.0 PAD I PAD-575.2 i LOT 9
i LOT 92
I i
PAD=576.3 PAD=577.3I i 2 565.6 557.6 558.6 2 565.6 557.6 558.6
I 3 567.6 559.6 560.5 3 567.6 559.6 560.3
111111 mill
I 4 569.0 561 .0 562.0 4 569.0 561 .0 562.0
HOA LOT
I 104 568.3 560.3 561 .3 104 568.3 560.3 561 .3
I I 566.66TW 557.9FL
560.00TF LP 105 567.0 559.0 559.8 105 567.0 559.0 559.6
I 3TW TUBULAR STEEL FENC
63, 8; _ 3 '- -- - --p' - _ _ _ _ 106 565.0 557.0 557.9 10 565.0 557.0 557.9
1 \56 (53 I 4 5 .51
107I5SDtil107563.0 555.0 555.8 563.0 555.6 556.2
I 14. 2 560.5FL C
556.6FL rn I iEASEMENT v 558.7FL I 5.00 HP ro
I i
o17HPHP - - I 1%
I I AHP LL WALL FOOTINGS TO HAVE 6 MIN. COVER
c
1% 1%
r'
I 560.2FL 560.2FLIII I 561.7FL I I
I 556.3FL 556.3FL { 1558.4FL 558.4FL, I
O'DF 8.00'
FENCE 1
0 DF 561.7FL
WOODEN FE
I8405.so 8 4o
SCHEDULEo'DF of PHASE 1 DISTRIBUTION' O
I
O'DF 4. 1 ,
2
I 105 I 0 I410I106
I 3C 0.1'DF IA
I 556.1 FL 2A 1 D F I 0.1'D F I 7 I PLAN ELEV. LOT NUMBER STAND REV. ELEV. TOTAL PLAN TOTAL TOTAL
FF 561.3 FF=562.87 1 O T 105 1BKWALPEIIFF=557.47 C ° I C FF=559.57 PAD-560.7 GFF=561.04 I PAD=562.2:d I L =
56 3.6
1 104 1 1
S E ERMI I I PAD=556.8 I PAD=558.9 I r 5.97' GFF=562.54 I
PAD 1 A
3
O'DF I I 2 1 2
559.7FL I I B 1 1
GFF=557.14 I
GFF-559.2 {
P2.
GB 4 3GFF=560.87561.2FL4CFL .8 cv 32 N3 I 0. 'DF I
561.2E GB I I
555.7FL I 557.8FL I
o
S
I
GB
L
GFF=562.37 1 1
557.8FL I 560.72E
N
1
GB I I 1
33 F { I GB GB I
II °o GB 0.2 DF GB i I
I
107 1IBVI" GFF=556.97 9.0 l o
N I I 0.4'DF GB
2-
0 562.27FS PHASE I
558.98FS 5 N I 2GB
S 5.6FL ry 556.87FS l
I - 5 0 559.5FL o B
i a o LINE
lJ 1 0o N 1 o
GB
o0
0 I
5 57.9 Q 559.6 155.8 { Bvx,:U V 53.00' BW 8.73' 44,37' I553.6
54,84' BW 54,00 BW
W 5y557.228W . ` 9 VN c 5 W 5 '1.1:0$V r. Q INDICATES PLAN IS REVERSED ON LOT5 .4 fi3B
55:05BW r. c. f-
3 1
1 1A
cy) 08 3 2
coo 1 to 3 7 8PHAPHASEc . M co 105 1tot0f
1 J
1 N _I 1iC11
o -1 LJ
1
10
co 1I , u 1 r
NCDto0d'
0 AoFLo0TRF
N J Lu 1
0 ov c 4 B 4
1
2 2 2
06
C
555.84BW 557.988VN .V' I. r559.81 W.561:46BWr
3,6.3 r c
r
69.78'
777/ 54,00' 558.67
v
40.88' 14,z5'/ 560.33 45.24' 13,19' S61.94
c
553.69 556.65
oo BW v, BW N.) o BW
D BW 5 0 BW o o BV o
5 0
556.3FL 557.57FS
n
5 563.08FS
I GB rr GB ^, I 0.4'DF
559.67FS
560.2FL A GB
cl
i BV GB N
I 2QB 561.9FL GFF=56 PHASETGFF=557.67 558.5FL 561.42FS I 3.17 a
c
556.4FL GB GFF=559.77
o
GB
N
GB i I 70 6
IW I 561.9FL 1 I
563.66, W I GB I 2 4 0.4 DF 4 GB LINE
556.33 F 556.5FL
55B5FL I
GFF=561.57
I 2
N
33I 1
41 39
I I
2 3 2 4 560.4FL i o GFF=5 I 40 38 37
I
I GFF=557.84 I GB 63.34
i 1pp
36 35
N 34 33 32 , 31
FF=559.94 I 3 3 I 'I 30 29
O • I -
FF-560.27 UAR GFF=561.7
0.1'DF PAD=559.6 I 0.1 DF I T 5 42 43 44 2s
B OCK WALL E I 556.8FL CF I FF=562.07 0 45
S PA TE PE MI
r I 0 DF I PAD=561.4 0.1VD I
FF=563.67 O'DF
1 PAD=564.5 47 48 49 50
51
I ` 27
FF=558.17 i PAD=563.0 52 53
2 4 PAD=557.5 0 DF I 559.1 FL 5591.1 FL I 0'DF
0'DF
I 8.01' I 26
O 578 6.94 WOODEN FENCE 65 4
63
i 25I
557.OFL 557.OFL I
5.20' I 60.9FL
560.9FL I 562.5FL s2 sl s0
59I
1 I
5
I 56
55 54 242.5FL l`QT
I 16.88 0 559.4FL 8.brio I
1
I
9E 23
I
9. 0cil No HP I 1 °8. 2 1 c3 ss s7 68 ' I
I 557.3FL I w I 561.2FL 562.8FL I o
H P I w H P I H P Q
i o 73 74 1 75
76
63.66N
I I
I 13 0
21
56.33T I 53.66' I 53.74' I 87 86 20
61,33 tK 5018' 85
84 82
WOODEN FENCE
83, sl 80 797s 77 19
to
4
17 9
88 89 90 91 92 93 94 95 9
97
16
CONSTRUCTION NOTES: C?UAIV TI TIES: 15
107 106 105
1
i041 103 102. 101
OCONSTRUCT DRIVEWAY APPROACH PER DETAIL ON SHEET 2 3250 SF1
14
O CONSTRUCT 6' HIGH BLOCK WALL PER LANDSCAPE ARCHITECT'S SPECIFICATIONS 165 LF NOTE ft
3) CONSTRUCT 6' HIGH BLOCK WALL AND GATE PER LANDSCAPE ARCHITECT'S SPECIFICATIONS 8 EA 1. BACKFLOW VALVES ARE REQUIRED
1 2 3
I
4 I
FOR LOTS 1, 2, 3, 105, 106 and 107. 5 6 7 8 , 9 10 11 12 13
O REMOVE 1 BLOCK FROM BOTTOM COURSE 0 FLOW LINE NA
50 CONSTRUCT 4" PCC SIDEWALK PER LANDSCAPE ARCHITECT'S SPECIFICATIONS (W=4') 675 SF 1 inch = 20 ft.
20 0 10 20 40 80
60 CONSTRUCT 2' WIDE TOE DRAIN TO PIPE INTERCEPTOR PER DETAIL ON SHEET 2 1 EA
7 CONSTRUCT 8" DIA. SHCHEDULE 40 PVC DRAIN PIPE 105 LF ARCHITECTURAL ENHANCEMENTS GRAPHIC SCALE (IN FEET)INDEX MAP
8 CONSTRUCT 3' WIDE PARKWAY CULVERT PER RIVERSIDE COUNTY STD. NO. 308 1 EAO NTS
90 REMOVE RIP-RAP PAD NA PHA SE 1 = 8 L O T
APPROVED BY DATE CITY SEAL CERTI FI CATIOf I: pFESSIp
PREPARED BY:
i ; lliiiljljlj CITY OF LAKE ELSINORE
ffiq Rs aOUA- N0. DATE REVISIONS o QR
H H
r4 i .
CE WITH THE P ''Q Fti
r
TRACT N O . 31706 SHEET:
1 THESE PLANS HAVE BEEN REVELED FOR COMPLIANCE 5 T c
APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY CIVIL ENGINEERING LOTS 1 - 4 and 104 -107
2 15
@ALL°l 3
AND STATE LAWS, AND A PERMIT CAN BE ISSUED. Na29242 LAND P LAN N i N G
BRIERCLIFF RELEASE 1 - 1 0
OfFh
LAND SURVEYINGm
4 p¢ off' CAS r renew. 3-31-2007 1181 CALIFORNIA AVE. - STE.202 - CORONA,CALIFORNIA 92881 PRECISE GRADING a n d
G
v
5
KEN SEUMALO, R.C.E. NO. 56915 DATE 951)280-4144 FAX(951)280-4150 FILE NO.
rTgl CIVIC P
RCE 29242 3- Z -d
DRAINAGE PLAN
TWO WORKING DAYS 6
F OF CA ZF
JOSS H HARTGE LICENSE N0. DATE y-0-FOR: F.B.
RFF RF YOU DIG 7