HomeMy WebLinkAbout649-15 j G9 63 .FL HP
CONSTRUCTION NOTES:
633�•
B SHEET 3
GB
GEI3
-" 2 CONSTRUCT OWN DRAINCONSTRUCT INTER EPTOR PER DETAIL ON
i
Q- PER TERRACE
DRAIN SHEET 3
� P D
g _. DRAIN DETAIL ON SHEET L 3 P
2 GB 61 -
0.0 6 - • CONSTRUCT CONCRETE TERRACE DRAIN PER
PER DETAIL ON SHEET 3
- - -_ 38�5 - \ $ F _ CONSTRUCT 2 WID TOE DRAIN PER DETAIL ON SHEET 3
- E R L EE
'-608.0 �8Z5) \,$GB 9O-CONSTRUCT TOE DRAIN TO TERRACE DRAIN
61 �1
\ 62
619. TRANSITION PER DETAIL ON SHEET 3
%13 \ // _...._ I GB GB 10 CONSTRUCT 4"THICK PCC
60. I N �B• _HP L
616 �
l• 1 83 - � ! � 11 INSTALL 8" PVC SDR35 DRAIN LINE D
614.FS - - \\ 608.6 ../,�F
... 609.OTF 6 618. L 12 CONSTRUCT DOWN DRAIN TO DRAIN INLET m
6123. ,- _. - - \ 0 / ET.WALL PER TRANSITION PER DETAIL ON SHEET 3 .
I$
,... .- 1 ,_..-.._ _. SEPARATE TRAPAZOIDAL CHANNEL
/'. _ 607.7 I
- ,/ -- g �As PER DETAIL ON SHEET.3'DEEP C
A
!, 6"-_.. \ I .PERMIT G9 612 13
-. ... COUNTY OF p, 1 85 � 1 U2` � 17 PIPE TO CURB OUTLET CONNECTION PER �
48 �. -.. :.. _ ::.:__GB . L n RI N STREET N -
_�1 0 \ W 606.5 \ /pe / 610.0 i'/ G� ? �' 629.OFLGB RIVERSIDE STD 308 0 S EET PLAN 3� m
\ z 16T. 9 \ \`P�. 43• , / 613.2 L N Fn
m yS°Y' L \ ryry M ° osTRu r pmrao DRAW 'fo ct(R8' oa.TLE•F
/�. '� - o• ® TRknMil-T)VA 7EK s)4xgT 360 c�, '/ 16 7Eth1L orJ
....__G9 186 \ � 6°1. :` / G851 .8 L
2:1 1590 ` 6 0 OFS
0>f 60.5 L \\ .. 0 608C fi �yT J/
_ L P / /sps OFS 187
3
-$S.6D' -. � �. .. 04.5FL --_-_-b06AF5�.-. .. -.. S:L• �. q• i `. GB
7:5% - 59. - gi - - pba"1j�.Tc X -TC � 5 L 6
GB �,so`,/ 32.84' ...i 180
\ 628. IGB
� I -" 10
- 3
0=7uN69v
9 8 598'
82.7 2:1 _,.
60 y
,h�9p GTi, ��✓/�
9 G?B�5 2\1
8 6020f` GB 2:1 168 T 7
0.5F \.
\\� , T
59
(l) LIMITS ti
\ 55.00 - - _ - _ ---- ROAD �' .--°
55.00' ---- RIDGETc
8 1
} a 5 �?p \
W HEATHER -a s,% I'
7
a^ ... J_:... O
,�. c, T -.5__.. .._- --- \\ 591[`as6 T 90__ \��\ TB •. 10 / '00�. �' J 178 HP 5229
W 3.7% a'o-- _ .-.. - 16 -- _C�� - \, �, 614.9 9 :GB'
h I SD o ti O) q•�p�
i D
1
W o 8'DW `'.~ - - 5400 I 51.00• �� $ _
_,.-
- -,...-.. _ a S6 115.71,., 1
S
W _ .��• 54.00 I 59 GB 94.6 l C
5400' I _..- _..._594,57W - 161 m �. 7O \ i 21 L t Z
5a.00' I - 589.8TF I �$ i g ' \ 177 sis.7lNv t REFERENCE DRAWINGS:
N 595.0
54.00' I - RET.WALL a- 1 617.5 ` k 6 3, ' 2 �O STREET IMPROVE
_1 9 ^ N r \ 0 1 G /I 621.6 / \ \ ',6 7. GB IMPROVEMENT PLANS: ,
�B I I 26' ST o "Q 166 2 1 90 I 05 / 3 \ 3 P.M. 30962-CANYON HILLS ROAD & -
PARATE PERMI71 '\ $\
OAD
I _ I O. 30493
158 "� 159 160 1 106. c ti o o HILLSIDE DRIVE
157_ �i 590.8 o O 592.3 G859.F• l 62a1 '�. 17 j/' 11 G 622.0 \ I 6 8.F GB TRACT NO. 30493-t-CANYON
THRU HILLS9 ON-SITE
li 156 I $ 586.8 _..1 I TRACT No
N 155.... - 1 8. 5849 I I _. 5 3.pTW 162 C p 120.54° 1 71 i N 1:76 6 I SEWER and WATER IMPROVEMENT PLANS:
t $..582.9 I ..._ '
g 580.9 1 �.___ . . ... I I _.... I ses.arF 592.8 _ , ✓�
_ 620.4 �� °o �TC `•°,' 621.6 I I 59. LCB ' P.M.P M 30962 CANYON HILLS ROAD &
tP 1 e m oti c s HILLSIDE DRIVE
Z" l
rnTCN TRACT N0. 30493-CANYON HILLS ROAD
118.6T i I TRACT NO 30493-1 THRU -9 ON-SITE
I TB 50 _ w b 85 \ ` s'o 9 I 648, L4.00' T8 13 G 569. l o� , ' o 0 1757p I I N' STORM DRAIN PLANS: TRACT NO. 30493
50.26' 39•,
1 4.00 9 ~ /
1580_ TB 1y_ i' 6217 V
5 2a- ej 11 588.5
f ` A�• 11 6ti� J 1
?9to164
I II ,r�� ��• G' 5
16 4 , 624, L
70.65 1567.3 99.53' i h I � 173 w ''�' i 66. lG9 �E' I \
�- 55,31'- 566.6 F I _...3--IJ -5s5.38FS 72. I �Bs.3FL ae \ Q 584.0 GB 5 ,1 _ 1 7�'I- •or, �� 1. SEE SHEET 2 & 3 FOR SECTIONS AND DETAILS.
-_ 585.IN 158 FL 622.0 +
--_GB� '4� ir��.. 3 GB �$ O + 622.3 bry � F° 2.ADD 1000'TO FINISHED PAD,SPOT AND STREET GRADE ELEVATIONS.
w
575 n S ! S6 ro �/'
.I _.. 6 .�. i�6ry W I s ° � I
138 1`37 I� 136 i . 135 i / 1 s7o: 3515 "P57. F 57. 4
562.3 0 562.6 563.2 n / 133 571.00FL HP
W 564.5 134 69.00FL
0 .1 565.9 I w 567.3 / E 1 57"�l / aF/ \\•off s�� 78• j i 3 \ 166' sa L
w / l GB -�/ 0(=1.13\ ' , s 7s 12' i 6 p. Q
s'I I / 132 /' V V a m -
._ �o -I I q /�y�• 568.8 g 131E ' E57�1 N}, I J / 12 F -_- 638. {D{
c 0.0 49 99- otio 49.99 -'. AAA /ai 569.8 I ' /•. 574:oIN, / - 658. LGB I
c G
51 46' 17 �'1q i q a \• 3 606.5 L"P' 3 3 1 1
61.73' I P D %� O lI id` IQ �'• ol� / 129 3 �y 2 6265FL GB ' 3 L7
CHAPAROSSAB.=' s1 I A S I / 575.8 so�LLP ta. LGe c{'c
@ws_ \ 6 m
/ 574.9
+ / A
hA'.._ 4 �°`°N e'Dw h6n" � y-I pRI�/ 5$6 @0 4g.4s. pp / t 1 / CB \ v \ 1 1 N m
° z.7 5
@` eTs 128 \
58.09' 57.01' S8.32' _� -.-_ N _-. ,\o 3T,78• Ilw 5 \m%
g / 88. nw 17 s N
S
SEE SHEET 14
w`` o zo GRAPHIC SCALE 1p
a
( IN FEET)
1 inch- 40 fL .
No. DATE REVISIONS APPROVED BY DATE CITY SEAL PREPARED BY:
p ' CERTIFICATION: HESSID - BV ENGINEERING CITY OF LAKE ELSINORE SHEET.• 15 �
(���.�j 3 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE
�'pZ Now 2y242 Tc� NG T.T.M. SO493
APPROPRI47E CONDITIONS OF DEVELOPMENT AND/OR CITY LAND PLANNING OF, 19
o o O O 4 AND STATE LAWS,AND A PERMIT CAN BE ISSUED. LAND SURVEYING
en,,.3-31-2007 * 1181 CALIFORNIAAVE.•STE,102•CORONA,CALIFORNIA 92681
9 Q oI o/r o4 /� FAX 909 2804150
Z °��� 5 - l / *s 12114 ' ROUGH GRADING PLAN fl�NO.
C TWO WORKING DAYS 6 KEN SEUMALO, R.C.E NO.56915 �� rq'F OF CA1.1Fo��\P RCE 29242 03-31-07
BEFORE You BIG 7 COSEIHP T LICENSE NO. EXP. DATE W.O. FOR: F.B. D