HomeMy WebLinkAbout719-1 SEE MODEL PLAN I 30493-1
LOT 7
LOT H LOT 9 LOT GATE WALL
I I I 6' WOOD FENCE LOT 6 1 PAD=546.0 I PAD=544.0 I PAD=542.8 TIN MIN TF MAX FG TW MIN TF MAX FG
I I I
I I
i PAD=548'7 NOTE: 16 552.6 544.6 545.3 552.6 544.6 545.3
LOT 5 17 553.0 545.0 545.9 553.0 545.0 545.9
f }II _. BACKFLOW VALVE IS REQUIRED FOR LOT 22
18 553.0 545.0 545.9 53.0 545.0 545.9
PAD=549.6 1 ti
i - 105.93 _I iF`- 546.OFL b 1 F,L: 19 553.0 545.0 545.9 553.0 545.0 545.8
1 � Hp p 6' WOOD FENCE Q
HP-- ./ = 20 5- *45. 545.9 553.0 545.0 546.0
17 1% i% 21 552.E545.9 552.E 544.E 545.5546.3FL ! 6.00, 545.7FL \�g46.3FL 7 0'DF .�.il 45.7 L l6 22 551.6 544.5 551.E 543.6 544.E
3B a C I FF®7 LOT 15 NOTE. ALL WALL FOOTINGS TO HAVE 6" MIN. COVER
I FF=547.47 O.1'DF I -P PAD=546.2 I LOT 14
1 tc PAD=546.8 _
a LGFF-547.14 ° GFF=546.54 �iI PAD=544.8 PAD=543.0 PHASE 16 DISTRIBUTION SCHEDULE
1 5.01. 3 jl
S 0 2 4
1 q. ,^?545.8FLI 545 F In' 4 2 I PLAN R�V' LOT5.9 F B 545.2FL NUMBER STAND REV. ELEV. TOTAL PLAN TOTAL TOTALE I GBGFF= GB 8.00,5 1x 7
a / PHASE
I
5 35i OBWj34 50.00, 543.79 LINE
Bw A !
7 T-1 O I
132.91'
PHASE 16 c
� hh
U `D o i Li-I OINDICATES PLAN IS REVERSED ON LOT9 6. 1
I -i DR y 1 545.36 +� Ab ORA 1 C I.
_r V) 2
PHASE 15 B 8 7 7 3
0493-2 16
a �� VI �� �� LLI 1 1
II m,al t` a ,Z£'6Z Z ! O `?.9 ,� -^543•. `10.19`'a {42.71 A 7 1 1= �a� n 465 G 8Gl BV \ BW
17
5 -j PHASE
5 �� LINE c 2D 7 7 7
OBW �� y48`8 � 'I I I PHASE 16 = 7 UNITS
.97 ^' 0.3'DF` i=5 I GFF= 45.57 � 544.5 L
I 6' TUBULAR 544.5FL C 4) \ GB LOT 23
! QTM
i I j STEEL FENCE
I I I C4@s yFC OsF,F @ GB 'DF I G B 42 PAD=543.6 CONSTRUCTION NOTESOA
89- e 546.49 3 I
PHE 16
545.4FL
N
GFF=546.57 >, _ i CONSTRUCT DRIVEWAY APPROACH PER DETAIL ON SHEET 2 3,480 SF
i 1 K`L J// 545.4FL + 5.10' 81 GFF=545.47 2 CONSTRUCT 6' HIGH BLOCK WALL PER LANDSCAPE ARCHITECT'S SPECIFICATIONS 58 LF
/� ZQ /�, SCSBF 507 I`" I 4 2 i 0.1DF 22 O'DF . I�
i I Il I 3CCF 3 a\ i 21 0'DF 1 0'DF 3A 11 o-CONSTRUCT 6'HIGH BLOCK WALL AND GATE PER LANDSCAPE ARCHITECT'S SPECIFICATIONS 7 EA
C F s00' GFF=546.74 I FF=546.07
Sq�4j Sq 14 3 > 2B a2 I 544.9FL PAD=545.4 544.9FL I 4Q-OMIT ONE BLOCK AT FLOW LINE TO FACILITATE FLOW NA
I 1 I S S46B ` FF=547.07 I `I
PAD=546.4 %7 l 5&-CONSTRUCT 4"PCC WALKWAY PER LANDSCAPE ARCHITECT'S SPECIFICATIONS (W=4' MIN.) 832 SF
I R63F 9.53' G
I, Ig Sg63FC V 45.9FL 9� \I 545.2FL Pw� � ,I
* ARCHITECTURAL ENHANCEMENTS
m
6' WOOD FENCE
546.9FL 1 HP � ��
-
I 1%
546.2FL
wHP I 59.05' ) I \
70.15 _1
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D FENCE
I I 30493-4
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1 inch= 20 It.
20 0 10 20 40 80
INDEX MAP
RELEASE 1 - 1
�D,+ O� �/'�"' NO. DATE REVISIONS NTS GRAPHIC SCALE(IN FEET)
APPROVED BY DATE CITY SEAL 1
7 CERTIFICATION: PREPARED er.•
2 o9IMESS/oZ _ CITY v I AKE ELSINORE
o THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE `� PN 4 F - � _ IEP��.O 4 0
tI3
3 APPROPRIATE CONDITIONS OF DEVELOPMENT AND OR CITY h o�� R c�. t - r I RAC SHEET: 1 p,� BOO C. _30 93-1 ,2,3
D AND STATE LAWS,AND A PERMIT CAN BE ISSUED. W A CIVIL ENGINEERING LOTS 16 I H RU 22
m No.29242 LAND PLANNING
��p� y� q �J LAND SURVEYING CROSSCREEK RELEASE 1-16 OF: 18
LWO�ll�� 5 � * Renew:3-31-2007 * PRECISE GRADING D
TWO WORKING DAYS 6
KEN APELU SEUMF,C R.C.E.N0.56915 DATE/� 1181 CAl1FORNiAAVE. STE.202•CORONA,CALIFORNIA 92881 f�.G and d
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FOF CAUE�K RCE 29242 p DRAINAGE PLAN FILE No. I ��
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