HomeMy WebLinkAboutTR 31920 RGP_722.12 i
SEE SHEET No. 8 SEE SHEET No. 9
PAD=12bD! _
ti 41
CONSTRUCTION NOTES
6 \ `o 1 CONSTRUCT STREET UNDERCUT PER STREET SECTION ON SHEET NO.2
4 REMOVE AND DISPOSE OF EXISTING POWER POLE
y PAD= ��� 126j4 / , / O7ABANDON EX STINGY MONITORING WELL
yy 1267.5 1. F * 0 24 %, /
42 !/ / PAD= A R STANDPIPE PER COUNTY
-_ ^ / y� ^ r / l 9a-HEALTH EART E IRRIGATION WELL ND/0
ppp=1268.E ` .� \ HEALTH DEPARTMENT REGULATIONS
` J PAD=1268.248
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PAD= PAD=1267.5
v 4? .•� ti� PAD
1269.2 y/ /�� t / /,// LEGEND r
PAD=
TRACT BOUNDARY
46 FUTURE STORM DRAIN / l ._ ------- AY a N �'-
1268.9 -.--+ , PERATE PLANS /� / \ i , ,/ RIGHT OF W
3'oo ,, PAD= .. 22 '' �% % / _ LOT LINE
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51 ' `
\ +V \ ' •/ \. \ _1268. \I ' / 1266.5 ' /7 :/ /%� t.. 1 _I .\ / �3 Y_Y—� TOP&TOE OF SLOPE j
_1268.0 45 3 . PAD=
PAD- PAD- C rn
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\ �' _ A . A �,• / , / / -^--F--- CUT AND FILL UNE m
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52 �.
68.4 X ) '\' ;�. ^ i' —1250— PROPOSED CONTOUR I n
PAD-12 r vO,i! ' !�/ /,` % \ / /
/ � _...... 1� 0S 1 /,,( CONTOUR
?266.5 /' '''' / ' POSED DRAIN EXISTING TINW
\� EXISTING POWER POLE
53 1 s P E iE PLAN P X PAD ELEVATION
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55 LOT NUMBER
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6 y / — ii DAYLIGHT LINE
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2-- SHEET FLOW RATE
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GRADED SWALE I
r—' �/ t 1 / STREET CENTERUNE II
pAD=1272.1 -�--�- t 7.7 T t5 �/ 19267.7 `Sf/ i / _ �r _
" SWALE HIGH POINT
/ PAD= —._—..._
-'' - - Av '/ % CONSTRUCTION NOTE
r , FLOWUNE
6 A 1 14 1 -��' '�` � �
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T I / � 18 CO STRUCTIO
-�-' •�- '___ �6` @/ i' \� '- / EXIST.2" DIA.
4�jX MONITORING WELL
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/'� * lG`GI, X •/--' I'' �7 , -bS / �1 �i/ \ \ �. /�.....-� // ,1 ---__.-/� FUTURE STORM DRAIN I m
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_1269,4
PAD' "� PROPOSED STORM DRAIN g N Z
�8 PER STREET IMPROVEMENT PLANS R S z (7
1270.2
15 PAD= �i i j'
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127L1 -/- N / / / l _� FL FLOWUNE ELEV. x R a U3
�4 PAD= / ( m
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13 E BREAK
PAD=1271.9 -i57 T' t� / / \
A ,t FG FIGB NISH GRADE
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INV. INVERT OF PIPE
6-8
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L1 PROPOSED STORM DRAIN
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N REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: WILSON MIKAMI CITY OF LAKE ELSINORE I -
ENGINEERING GEOLOGIST SOIL ENGINEER: OWNER: 10/9/99 QeolEsslo 1'=ao ��7
NEBLETT S ASSOC, INC. LAING-CP, LAKE ELSINORE LLC p t1L►, 3 S VV CORPORATION
NEBLETT S ASSOC., INC. l
a 4911 WARNER AVENUE, SUITE 218 31900 MISSION TRAIL Qo` /s SCOTT M.WILSON DATE DATE; SWEET
rn 4911 WARNER AVENUE, SUITE 218 " RCE NO.49884 EXP. 9-30-06 3 PETERS CANYON T: 949-679-0090 ROUGH GRADING
SUITE 225 A SUITE 110 F: 949-679-0091 28
a HUNTINGTON BEACH, CA 92649 HUNTINGTON BEACH, CA 92649 No.49884 THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WTH THE 12/7/04 RNNE,CA 9260E OF
LAKE ELSINORE, 92530 * Enp.O �a * SOUTHERLY PHASE -
ru (714) 840-8286 (714) 840-8286 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND N M K:
949 567-1900 MARK OESCRIPRON BY APPR. DATE fJ ctva ��? THE STATE LAWS AND PERMIT CAN BE ISSUED. RMERSIDE BENCHMARK NO.BM E-3-70.ElEV.1279.829. BRASS DISC N CONCRETE POST 72'NORM OF T'INTERSECTION OF CORYDON STREET AND FILE NO.
o ( ) rF a LN` MISSION TRAIL 21 EAST OF THE CENTERUNE OF MISSION TRAIL TENTATIVE TRACT MAP NO. 31920 -7
DESIGNED BY: M.WEBER DRAWN BY: R.PENA a��r,. BASIS OF BEARING ''77
c O¢ ! OS CENTERLINE OF CEREAL STREET,BEING NSY52'48"N,BETWEEN MONUMENTS 3 AND 4,BEING THE CENTERUNE INTERSECTIONS OF CEREAL STREET AND L�
DATE CHECKED BY: S. WILSON PROJECT MANAGER:S.OLSON KEN SEUMALO RCE 56915 EXR 30-05 CITY ENGINEER DATE STONEMAN S7REEr AND CEREA-STREET AND CORYDON SMEET.