HomeMy WebLinkAbout15-004 l,EC�EtID
TRACT BOUNDARY
------ RIGHT OF WAY
LOT LINE
—� TOP It TOE OF SLOPE
F - CUT AND FILL LINE
- F--
—1T50— PROPOSED CONTOUR
1250............... EXISTING CONTOUR
-N- EXISTING POWER POLE
PAD=XXXX PAD ELEVATION
55 LOT NUMBER
268.6 FG �0' - i i 'f- + // DAYLIGHT LINE
2X SHEEP FLOW RATE
GRADED SWALE
,T �1168.4 FG \ 0 STREET CENTERLINE
61 I I 6, SWALE HIGH POINT
,, 1168.3 i �6 ,. 1�6,.� --. ...— FLOWLINE
\7,6..f, CONSTRUCTION NOTE
6a. r
`1" I I I� tiW EXIST.MONITORIN DIA.
.0
G WELL
I 1 -----" MW ABANDON N PLACE(TYP.)PER SOILS REPORT
FUT
PAD=126Z9 _ N 6 ' � ...-.-........-...
_ PER SET STORM DRAIN
XiAC 3 1920-11 ° PER SEPARATE PANS
\LO PROPOSED STORM DR
AINW �Nv 1 29 REE IMPROVEMENT
PLANS
1266.2 FG PAD=1268.4
TC TOP OF CURB
I \ 1268.7 FG LIMITS O 11 N I FL FLOWt1NE ELEV.
GRADING ' ; �� ,�,� 1� 1 TG TOP OF GRATE
GB GRADE BREAK
TO VARIES
FS FINISH SURFACE
LP LOW POINT
W ` \ `\ \ `�1269.7 FG /f /� - / 0� / _� FINISH GRADE GRADE HP HIGH POINT
�"^ \ / ��� `�•F ,6.,?'. I W. INVERT OF PIPE
PAD=1267.0 //
\.\ ,bJ�, \\�\\ \. ��\ - \�\ %/�' ��/ / / •y NOTE:
01' I k6' PROPOSED STORM DRAIN IS SHOWN FOR STORM DRAIN ASSOCWTED WITH
O C %/ LIMITS OF ^ I + THE BACKBONE CONSTRUCTION AND THESE GRADING PLANS. FUTURE
/ , .....,.. SECTION G-G STORM DRAIN LINES WILL BE CONSTRUCTED AS PART OF EACH
GRADING / I NOT TO SCALE INDIVIDUAL TRACT BY SEPARATE BUILDERS IN THE FUTURE. -
PAD=126Z0
° u CONSTRUCTION NOTES
1
10-CONSTRUCT STREET UNDERCUT PER STREET SECTION ON SHEET 2
a—CONSTRUCT RIP RAP PAD PER DETAIL ON SHEET 2
o-CONSTRUCT DOWN DRAIN PER DETAIL ON SHEET 2
� ( l
k 1
LOT
;L LIMITS UK
GRADING ;i ,tik�fCIL
A? 65 `\ �_7� 'L 7 / ;z. ` i D41MOND DRIVE RI
\ Rm4c 31920 1
PAP BOUNDARY .I
1 6 Q �\ \\ �\ I 112
� �Lh+ zs \ \r �asq �z Tc r/ I �,2 � � r i+ TRACT S J020-17
. t• I TEMPORARY
FlN
LIMITS OF ?� (. PER GRAD I I�''�II SLOPE
GRADING T zx coNrouRs tz zx 2x
�7CUT SEC7
p^ i I PER DETAILS ON SHEET JOIN EXIST.
SECTION D—D Exlsr cRODNO
NOT TO SCALE
GRAPHIC SCALE
�o xa ao eo
( IN FEET)
I inch= 40 Tt
ov 121 Rt ly
ENGINEERING GEOLOGIST-- SOILS ENGINEER: OWNER: REVISIONS: PREPARP UNDER SUPERVISION OF: SCALE: W 1 L S O N M 1 KAM I CITY OF LAKE ELSINORE
pROFESSlO GL, _I �7 C O R PO RATI O N
SOILWORKS, INC. SOILWORKS, INC. MCMIWN SUMMERLY, LLC �� ��s SHEET 4
o ,r COTT M.WILSON DATE DATE:
EARTH SCIENCES GROUP EARTH SCIENCES GROUP 2750 WOMBLE ROAD, SUITE 200 RCE NO.49884 EXP. 9-30-16SUITE
3 PETERS CANYON T: sas-s79—oo9O ROUGH GRADING
350 FISCHER AVENUE 350 FlSCHER AVENUE SAN DIEGO, CA 92106 No.49064 a THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE R Ei10,A 92606 F: 949-679-0091 DIAMOND DRIVE DDA PHASE D OF 6
a COSTA MESA, CA 92626 COSTA MESA, GA 92626 T(619) 794-1252 * Enp 0/b/16 * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENCHMARK:
MARK DESCMPION BY APPR. DATE 'fl,O crvn \�' STATE LA I,AND A ERMIT CAN BE ISSUED. RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS DISC IN CONCRETE POST 72'NORTH OF Y TRACT NO. 31920-1 FILE NO.
PH: 714-668-5600 PH: 714-668-5600 F(619) 336-3010 CALW((AA Z INTERSECTION OF CORYDON STREET AND MISSION TRAIL. 27'EAST OF THE CENTERLINE OF MISSION TRAIL I ��
DESIGNED BY: WMC DRAWN BY: WIAC (�.� BASIS OF BEARING
www.soilworlcsinc.com CEN�ERL HE OF CEREAL S R.M BEING N52.52'48'W,BEIWEEN MONUMENTS 3 AND 4,BEING THE CENTERLINE
CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON WALTER E.ALLISON RCE 5448 CITY ENGINEER IM OF CERFlL SIR AN STONEMYT STR AND R ET AND cORrooN