HomeMy WebLinkAbout719-13 SEE � HEET 3 � I �
I� I LOT GATE WALL
'� TVJ MIN TF MAX FG nv 1AIN TF MAX FG i
r'l i �l II NOTE: 252 555.0 547.0 547.7 555.0 547.0 547.8
j LOT 267 S E E I SHEET 4 BACKFLOW VALVES ARE REQUIRED 253 557.6 549.6 550.5 557.6 549.6 550.5 \
-_ PAD=545.7 FOR L075 252 AND 266 254 560.0 552.0 552.8 560.0 552.0 552.9
2 e> LOT 26 8 6' WOOD FENCE Lu
255 562.0 554.0 554.9 562.0 554.0 554.9
r Q 263 561.6 553.6 554.6 561.E 553.6 554.5
�I :X qW / PAD=548.8 I
e;.°4. /` LOT 269 LOT 270 264 559.0 551.0 552.0 559.0 551.0 552.0
--- ------.--------� PAD=552.5 PAD=553.9 265 557.0 549.0 549.8 557.0 549.0 549.9
69,71 - -- 266 555.0 547.0 547.8 555.0 547.0 547.7
548.5FL e s ° �-` -�' NOTE: ALL WALL FOOTINGS TO HAVE 6" MIN. COVER
HP
rn 1 550.5FL o 911 I 59.77, m ti
' ' 1 27., 1 y 1% +•. 1 q" H.P o 552.7FL 555.3FL I
1% 19P oy I 17- HP PHASE 4 DISTRIBUTION SCHEDULE
552.4FL 19,548.2FL 550.2FL � 71dT m
i BLOC WALL I II 266 0'DF �„� 265 502FL I 552.4FL I SSS.OfL PLAN ELEV. LOT NUMBER STAND REV. ELEV. TOTAL PLAN TOTAL TOTAL N
II (PER,SEPAR 36 j 2C I S 'DF 264 I 500' 263 555.OFL A
0.1'DF N
PERMIT) 1 I I FF=549.37 0 5.13'FF=551.37 a I 0'DF I 0'DF C '1 PERIMETER BLOCK WALL � y p 1 n
I I ,� PAD=548.7 I GFF=549.04 PAD=550.7 3 I FF=553.57 .p 0.1'DF I FT'-=555 17 °DF I 1 n D
r� 1 GFF=551.04 I PAD=I 2 4 0'DF 55__p,9$ I PAD= 5.5 ��I 263 1
jI I I I 3 I I 2 q GFF=553.24 .I 2' C 1 1
2 q 549.7FL , +• 0.2'DF I LOT 262
+ 47.7FL I' S.00 3 I GFF=555.84
GB 0.6'Df I l i A
I GFF=548.87 I 549.SFL - � ; 551.9FL 'n'S51.9FL I � � 3 I I/.a, PAD=558.3 RAW� H
-- I544.30 547.8 48.79 ,9 G6 �'S50.8 GB 2 4 �' I� i PAD
� I
�II I BW 6 GB ��B 0.3'DF 1 4' GFF_ 554.SFL - ' p
' DF - -553.07 GB B
�_ o g o oti 5?�9GB GFF=555.67 Mp'!-
QnI o 5 554.4FL ro 1-555.59 PHASE z. r
BV 5' F L f P�!E
.I ^ 546.76W - - 54 .fBtN : S4 6
� � " 54:846W- 16� � p GB
ro u I INDICATES PLAN IS REVERSED ON LOT
� .' � 5 1 1 1 ',.'�
p 551.2BW 34 50' 554.74 SECTION D-D
55.17BW - - 31,22' BW i
a- - J7.T.S 5 1
�� q,. 7BW" I--, 2 B i 1 3
PHASES , +o _
o�----
+y^x� -r-L�HE' M� - > TOR EY �'� , +o----.-__-' f'-'HAKE s�- -°Y- - 265
I I I I K 1 N N �
'Z I ^L- m o 1 o PINES ' COUR ! "`� PHASE 5 w JQ 264
IHR ASE 3 M2 10 I ' �� 1J �� - = 3 B 266 1 i 1 1 4
30493- � -- -- 54 1
I ;J 4 5a6.9Bw, N
--F�--
IIII Lilti6.24'�-BV/ BW7.91 247' w 4 - U 1
s5 PHASE UNITS
1 S
34 71 i
5.4..BW _ _
1 1
15.8 �
m
QTY
1 5 Nz
GB I 557.49 I 581 lei �' S �P L S PHAJE
o � 4 CONSTRUCTION NOTES PHASE 4 I
547-7FL 547.6FL 1 2 4 I 55 ✓ 0'3r 3.79G6 0.4'DF �o
0.4f I -- GB LINE 1 CONSTRUCT DRIVEWAY APPROACH PER DETAIL ON SHEET 2 3218 SF
o� GB GB GB L r I`i 552.8FL I GFF=553.87
��' 25 1N GB 55 I„ 554.SFL -SSs.89
I I y q 3 3 2.7FL KI GB j GFF=555.97 2 CONSTRUCT 6' HIGH BLOCK WALL PER LANDSCAPE ARCHITECT'S SPECIFICATIONS 77 LF
Iry GB 554.SFL
1 1 I a GFF-548.94 GFF=551.74 I 2 4 565' Ll f, 3&_CONSTRUCT 6' HIGH BLOCK WALL AND GATE PER LANDSCAPE ARCHITECT'S SPECIFICATIONS 8 EA
0.1'DF �'I I P D5551�4 � C �.I I A 3 I I � 2 q }�, GB
\ D f 252 i C GfF=554.04 I 0'DF I I 3 4 _OMIT ONE BLOCK AT FLOW LINE TO FACILITATE FLOW NA
� 0'DF I I O'DF 254 °.1'DF ,4j GFF=556.14 ' I
FF=549.27 I F 5 0.9FL 3C I 255A I� I 5O-CONSTRUCT 4"PCC WALKWAY PER LANDSCAPE ARCHITECT'S SPECIFICATIONS (W=4' MIN.) 881 SF I
548.1FL pAD=548.6 548.1FL I I °'DF ) I LOT 256 * ARCHITECTURAL ENHANCEMENTS I
- \ 5.52' S53.2FL gp5553 7 553,2FL II 555.3FL� I RELEASE 1 -4
'% 1% I FF=55647 PAD=557.9
1 � 1% 1% T 551.2FL 9.60 I PAD=555.8 555.3FL
\ - 548.4E .. a HP
\ 1%
HP 55 I p 3.5E
\ o 9:18 i% 1%
BLOCK WALL
(PER SEPARATE I SSS.6fL I l / q
PERMIT) A I� HP I 3
I 55 34' 11 6' TUBULAR STEEL FENCE
1 ^
6' WOOD FENCE
SEE SHEET 8
1 inch 20 ft..
CANYON HILLS ROAD
20 0 70 20 40 jW
-� -
INDEX MAP GRAP6IC SCALE(IN FEET)
NTS \
F51f;�.l,�prM N0. DATE REVISIONS APPROVED BY DATE CITY SEAL CERTIFICATION: aQROFFSsr°ry PREPARED BY: ('�i p� a t`i/'+ C I Tv v i= Li-'l'L�C E.y_S I N O R E I \
7rULY_111�5 u THESE PLANS HAVE BEEN REL9EWED FOR COMPLIANCE WITH THE F,PN HgRQYF2tv-L 1711 V ER II!I V L? T ROB C it®. 3 O�-'.-9 3-1 ,2,3 SHEET. E
2 APPROPRATE CONDITIONS OF DEVELOPMENT AND/OR Cltt ao jc�,�2„ CIVIL ENGINEERING LOTS 252 - 255 AND 263-266
@ALLsT@LL F FEE 3 AND STATE LAWS,AND A PERMIT CAN BE ISSUED. No.29242 LAND PLANNING OF: 18
4 LAND SURVEYING CROSSCREEK RELEASE I-4
_ ar/r°%r + Renew:3-31-2007 1181CALIFORNIAAVE.• STE.202•CORONA,CALIFORNIA92881 PRECISE GRADING and
�d d �(�( 5 KEN APELU BEUMALO, R.C.E.NO.56915 DAT J, @, (951)2804144 FAX(951)2804150 FILE No.
1�°���`J 6 'vTe F CA oR� RCE 29242 3_:y_°,- DRAINAGE PLAN gj
TWO WORKING DAYS OF CAV�F 2�aq,�9[-/� I
BEFORE YOU DIG 7 JOSEPH�HAKTGE LICENSE NO. DATE W,O. FOR: F.B. I �6