HomeMy WebLinkAbout15-003 I
TRACT BOUNDARY
RIGHT OF WAY
12
17 ��• % /� _ + LOT LINE
f v PAD-1170.3 + / r
•�.� �/ /// // �j// I (' - ,,y6•'� "VA4. � �'> fxI
�_' TOP&TOE OF SLOPE
�y<,-+, - CUT AND FILL UNE
pay' 76• —1280— PROPOSED CONTOUR
\ �$ . ---125U --- EXISTING CONTOUR
\ \ T �,C T 3 9 2 0�`6��15 r 1 6 -.- EXISTING POWER POLE
1 1 l \ \ PAD=1170.E ` °'I .�..�
,�` \ \ \ g •%� � `� �° ;L";r. PAD=XXXX PAD ELEVATION
FL SS LOT NUMBER
l..
° VARIES VARIES DAYUGHT UNE
9 15 �2-j- � � ;� � � SHEET FLOW RATE _
270.3 .,"\ I :� `�� `\; ^r�' - 7 FNISH GRADE FINISH GRADE GRADED SWALE
STREET CENTERLINE
PA0--1270.1 ^4'-'F_ '`�•.��. //� / ti lI_ - , - SWALE HIGH POINT
2
FLOWLINE
18 CONSTRUCTION NOTE
,' SECTION B—B r
`� 9 / CA TO NOT SCALE EXIST.2' DAM.
N MONITORING WELL
`� � r �•\ �", � \\ \ ,.o ,,� +l �i�'I- / � ,� _ MW ABANDON IN PLACE(TYP.)PER SOILS REPORT
PAD=1269.4
LIMITS `j FUTURE STORM DRAIN
g
b9 ` \ \„��� h ..... a PER SEPARATE PLANS
i WADI
�, \ U'-� PROPOSED STORM DRAIN
i / \ \ \ �,\ \ PAD=1269.0 VARIES 50' VARIES ---" PER STREET IMPROVEMENT PLANS
\ l / TC TOP OF CURB
\` •� P •� to 64i� / FINISH GRADE FINISH GRADE
FL FLOWUNE ELEV.
TG TOP OF GRATE
�.�� T6� �\,\ GB GRADE BREAK
-.�� ', � �'�/ /� FS FINISH SURFACE
LP LOW POINT
n�g� \�, SECTION F—F HP HIGH POINT
% \ 1,-}- \ INN. INVERT OF PIPE
NOT TO SCALE
1 g //
PA=4268.0
�/ NOTE:
�...•' ��^1 1� -•��\ ��� , )" ` ! n��y. PROPOSED STORM DRAIN IS SHOWN FOR STORY DRAIN ASSOCIATED WITH
7 THE BACKBONE CONSTRUCTION AND THESE GRADING PLANS FUTURE
Y - ` \ ` �� PAD=12679 i� i / /,
`�\ ✓'� / 1 ��. }16B.1 FG. /y�� / / / INDIWOUAL TRACT STORM DRAIN LINES MILL BE CONSTRUCTED AS A BY SEPARATE BUILDERS IN THE FUTURE.
1268.0 FG�
. sue .
/ y° \..._ 0 ` \� X: �� `� `� \ 1288.3FG
' o\\ /
TRACT 319 2d-19 _ CONSTRUCTION NOTES
'�'' \ \ `��' J/L` /? \\ ` 1 `��~1 _ //� j� ; / // O7 —CONSTRUCT STREET UNDERCUT PER STREET SECTION ON SHEET 2
\
\LIMITS OF \�, �, `� r �—
��� O O S � �`,,\� ;, � �// ��/ / 268.E FG 2 CONSTRUCT RIP RAP PAD PER DETAIL ON SHEET 2
/ ti5,� ,e GRADING \\ \\ / \ \ / /\,{ // 3o-CONSRUCT DOWN DRAIN PER DETAL ON SHEET 1
1268.4 FG LOT
r� \
\ / 9 \\ \\\// LIAR C/L
�*T i i DA~DRIVE
3
1 + 12
TERARY
/ I, _-�J S65 y1 \\ W� \ 7� FlA95H r 7 SLOO
i~�'{ PE
v ' Sx10' \ I PER PLAN
�1'''f- i /^ / .� _ /7 x \� `�,; 2X CON700R5 2% 2% 2%
CL
R/W OLIMOAID DRIVE R/IV `� -'-�\ \ `awe
CUT SECmN
112'I I • U \ \\ / , - \ \ PER DETAILS ON SHEET 2 JOIN EXIST.
• 1 / \� ~~J/ .'-......��. \� �` sku�' \ \ SECTION A-A EXIST. GROUND
Tui NOT TO SCALE
TEMPORARY
I PER PLAN I SLOPE
EXIST. GROUND I 2% CONTOURS 2% i 2% 2% 1
/ �\ �` r; •off � '6
CUT SECTION JfXAI EXIST 1`'-}. `\ /,.
JOIN EXISL— PER DETAILS ON SHEET 2 J 1
TR CT190-18 (n
SECTION C-C Ex�sr oRouA� &' \ yh`?� ` \ GRAPHIC SCALE
__. a_ w m m NOT TO SCALE � 1� � /�,✓
�lw_ ( IN FEET)
1 inch= 40 tt.
9Jgo v rziz �i
ENGINEERING GEOLOGIST: SOILS ENGINEER: OWNER REVISIONS: PREPAR UNDER SUPERVISION OF: SCALE: WILSON MIKAMI CITY OF LAKE ELSINORE
pttOFESSI / gyp. C O R PO RATI O N
SOILWORKS, INC. SOILWORKS, INC. McMIWN SUMMERLY, LLC g���IL IV, SHEET 3
c SCOTT M.WILSON DATE DATE:$_ EARTH SCIENCES GROUP EARTH SCIENCES GROUP 2750 WOMBLE ROAD, SUITE 200 RCE NO.49884 EXP. 9-30-16 3 PETERS CANYON T: 949-679-0090 ROUGH GRADING
350 FlSCHER AVENUE 350 FISCHER AVENUE SAN DIEGO, CA 92106 N..49W4' SUITE 110 F: 949-679-0091 OF 6
THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE IRVINE CA 9260E DIAMOND DRIVE DDA PHASE D
a COSTA MESA, CA 92626 COSTA MESA, CA 92626 T(619) 794-1252 * E. O/Will * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENCHMARK:
MARK DESCRIPTION BY APPR. DATE Jl•F nvR� fit' STATE LAWS,AND A PERMIT CAN BE ISSUED. RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. WSS DISC IN CONCRETE POST 72'NORTH OF 9' TRACT NO. 31920-1 FILE Na
PH: 714-668-5600 PH: 714-668-5600 F(619) 336-3010 lF LOT I; ' •�,/ INTERSECTION OF CORYDON STREET AID MSSKNI TRNL. 27'EAST OF THE CENTERLINE OF MISSION TRAIL
WWW.SOIIWOFI(SRIc.cOFTT DESIGNED BY: WMC DRAWN BY: WMC /Z I CENTERLINBASS OF E aF CE�AL STREET,BEINO N52'S2'48'W,BETWEEN MONUMENTS 3 AND 1,BEING THE CENTERLINE ,��co�
- CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON WALTER .ALUSON,RCE 5448 CITY ENGINEER INTERSEC"HIS GF CE Ex STTtEEI AIo srorroaw STREET AND CEREAL STREET AND CORYDON STREET.