HomeMy WebLinkAbout719-6 6' WOOD FENCE 1 I II 0000 (.
LOT GATE WALL I.
O TI T K 574.6 575.6 582.6 574 6 575.6
000 O C7 60 229 5826
� 9
a
_ 57 6 gF G C0u �c°�`� NOTE: 230 583.0 575.0 576.0 583.3 575.3 576.0 \\
-- - -2TT 76.8FG - 231 583.3 576.0 576.5 583.6 575.0 576.1
Z'1.6' 577.1FG THERE ARE NO BACKFLOW VALVES REQUIRED fill
=F-G'
/ ° - FOR THIS PHASE (7) 232 583.3 575.3 576.3 583.6 575.6 576.2
'
• Q 233 583.3 575.3 576.0 583.0 575.0 575.9
�I - \_- 234 582. 574.6 575.7 582.6 574.6 575.7
��-GB -- -_- - GB_-___-_ Iq N --- 5-8-�,0 _ 6 235 582.0 574.0 575.11 582.0 1 574.6 1575.2
NOTE. ALL WALL FOOTINGS TO HAVE 6" MIN. COVER
1 a e
1 I I i PROPERTY LINE-►�
5.60'
m
BLOCK WALL 5.od 576.7FL � Ip^ PHASE 11 DISTRIBUTION SCHEDULE �
5.00' HP 16.60 i n O
(PER S PARA tO 576,3FL
PRMIT) 1% 1% 4FL HP I I I PLAN ELEV. LOT NUMBER STAND REV. ELEV. TOTAL PLAN TOTAL TOTAL
l 1% 576. �, I PERIMETER BLOCK WALL--
576 9FL 1% o I I,II A
HP 1% 576.OFL 14 V -
576.OFL II IIII I/1
N 4. 576.SFL 3� 576.4FL '. 5.01' _ p 3 1 1 1 1
�' 3B 0'DF I 23D O DF D DF A
p j II r LOT 228 OC
D 1 PAD=574.8
FF=577.77 y. I I1 LL I a
PAD=577.1 is p•'DF 17 3r I r q EE ARAM- GF=577.24 F 7 57 ` �; PA 576.5 I I PAD
GFF=577.44 PAD=576.9
q 2 1 3 ,^; I GFF=576.84ER II) A
�•PF
1^ 3 '�'�576.OFL 575.9FL 3 PH SE I Z,, 1 p
Ln C) in 576.4FL I G GB = 77 7 575D.9FL 5 5.5FL II; 575.6FL I I - D
(9 � � GB 'OF 5 GB GB I 'II E I
F=577.27 _ 0.3 I I"F 76.9 p.4'DF a 741.67 � I SECTION B-B C
in TI T.S. O
577.19G r,W� ro 0.6'DF Gg
=a 57 ,59Gg I g)W '' INDICATES PLAN IS REVERSED ON LOT
o of 5 / J4 :j WALL FACE 0 PROPERTY LINE 234 1
- 6.Od � 5 a, S 2 W 7 g �'I 5 574.87 = 2 I�
1
.. _, 5.27
gW 2
I I � 75:5a�W •,•,�ig � --... - N B 3 1
I� 1130493-2 \ 00 575:108W G \J� C 1 1
I �0 0 DRIVE I-
I � �,o� g n Ir _
I- I B B J 3 m 'Cs B L O s s O 573.87 --- W 29 1
I j � y.• m I_J__I PERIMETER BLOCK WALL A 1 1
w I ?s.o PHASE 11 � = 3 B 3 1 1 4
10.51' r 'Phy. 1 7 ��o a o
P ASE'L0_ 2'
I_ M I +;o _._ C 232 3 1 1 2 2
w 30 9 - w RAW
- PHASE 11 = 7 UNITS
LEI I .Jo y� 1 rN K +o I- a PAD
/! Q 7.5.89 �T' � +� r � � � "57K.� w• 54 V 's'� I �pX �.
I I= BW
I \\' cJi - //y)52� •<74.87
20 30 '5 o a+� ti PHASE � QTY
CONSTRUCTION NOTES PHASE 11 LINE SECTION D-D
5 1 : oint I MT.S i CONSTRUCT DRIVEWAY APPROACH PER DETAIL ON SHEET 2 3,777 SF
9. 0' GFF=576.17 I
I &&-CONSTRUCT 6' HIGH BLOCK WALL PER LANDSCAPE ARCHITECT'S SPECIFICATIONS 60 LF
BLOCK WALL 7 GB 575.6FL I I 575.iF1 575.OFL
I/ _ 6 h
(PER SEPARATE P RMIT) S-�gW.; � 3 57669 GB Gg 3&-CONSTRUCT 6' HIGH BLOCK WALL AND GATE PER LANDSCAPE ARCHITECT'S SPECIFICATIONS 7 EA
h/ 5 21 61 5 , 575.6FL6 4 g2 II 4 2 3 II POAD=5754 4&-OMIT ONE BLOCK AT FLOW LINE TO FACILITATE FLOW NA
GB .GFF=576.34 1 I
9'74 `? 3 IN 3A• I 235 1'DF I &-CONSTRUCT 4"PCC WALKWAY PER LANDSCAPE ARCHITECT'S SPECIFICATIONS (W=4' MIN.) 816 SF
N'�= c RELEASE 1 - 1 1
� 577.19G8 1^' 0'DF
8. 0' 575.SFL 576.99 �
N g• 1 =577.2 G GFF=577.07 se GFF=576.9 C+ 3C
576.3FL FF=577.27 'o_ I
576.iFL 575.9FL
ce 'N PAD=576.6 FF=57s, 5,00' * ARCHITECTURAL ENHANCEMENTS
G8 q 2 GB 9. 0' 1 PAD RELEASE
1 Ii t
FF= 5 7.6.9�n' 507.73667..24 _.5F L
3 4 2 5.0 576.1FL 575.5FL 1%
FF=577.44 GF- DF I t%.,
I I IL_-_----'--- �y"Y�" )) z',�1,i''s'•�;ti/57HPL 6' WOOD FENCE32
3C 64FLgg 7576.7F FF=5777 576.SFL 757 5.00' HP
PAD= 77.1 tY 6 9 7-�'•_-Y'.I-�'.�'eogaS 7;a a_>...�����I=y BLLI'
g$ �
57HPFL o
577.4 ��-
N H _,__ w-� b\ II 5��•4 7' T `,� ��' T�, � �, �`'� �`•'g; 4_ a_I-A�'��, �,1eq
a ,
8
---------o-- _ �8 1 5' 1`-' 5919'
�- -�1- F�DEERORA9S I..AMA' �I
�
57 8 A 5 A UOT I
��S�g.3 76.2 15 HO
�- 1�O U I N
r p '
J �4` N---COURT I
6 TUBULAR STEEL FENCE
Imo^. ♦ _ rc
d p�.l I ,•w��� "u Jq1.za
/+il �✓ .in
CANYON KILLS ROAD
1 inch= 20 }t. I
INDEX MAP
0 0 10 20 40 80
El - f
NTS -
GRAPHIC SCALE(IN FEET)
N0. DATE REVISIONS APPROVED BY DATE CITY SEAL --- '_ "'""'�"�'-s"'-"• �'^•�°^-- �-�_'- -
CERTIFICATION: PREPARED BY
�4 1 pROHFESS10...���Ng0 CITY Or L/-iS'�E ELSlNOF2E
y THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE ���SEP Rr B V E N G I MI E L R I N:G TRACT R!O. 3 0 4-0 3-1 ,2,3 SHEET., 13
c(°„aLLSYCLL FREEAPPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY LOTS 229 I- R U 3 S
3 U' 1 CIVIL ENGINEERING
6I1I AND STATE LAWS,AND A PERMIT CAN BE ISSUED. No.29242 z AND PLANNING
4 LLAND SURVEYING CROSSCRE-E1'C RELEASE 1-11 OF: 18
422°4�� 3 5 KEN APELU SEUMALO, R.C.E.NO.56915 DATE * enew•3-3I-2007 * 1181 CALIFORNIAAVE.• STE.202•CORONA,CALIFORNIA92881 PRECISE GRADING a n d
6 J} .p (951)28041 FAX(951)280.4150 DRAINAGE PLAN FILE NO.
TWO WORKING DAYS q CIVIL 9242 3-Lq-JS BEFORE YOU DIG 7 AF OF CAUFO�• JOSEPH HARYGE LICENSE NO. DATE W.O. /f FOR: F.B. a IF
I:\DWGS\PROJ\51.009\TT3\PLANS\GRADING\PRECISE\PA21A fi���f'Jl � �jyy`• D�,ZZ .