HomeMy WebLinkAboutTR353371-1, -2, -3, -4 & -5 RGP pg.18 p-= 1592.0
v v �O P= 15933 1590..4 l V 45-3 \ N z 1
98-3 5 1.
\ �c
v o -
33-3 //
w 1590 -3 �\- -
158g �\ - lsj�7 �I
rc 6 \. A` 1 \ /...,. P= 16138 i r...? oo p
MA HLINE , h
105.02', '
A>. \
=510- � \� 2. A r P- 1590.2 V A�_ - -
r 35-3 `v ass v i42°'� P= 1s11.a k�_ ���G i 853
78-3
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\ {s �1 16244��..- I m 79-3 I� . m��
64-3-
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33
P7���I � � 64��_ 2,
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-...__, _ A� ;I� �' �I, 1. A 7 0l 20„ 0• 1.,o�l P 1583.9 I -- e'flo l
5525 - _/ 2�0%' I: I'1 \ µ I`± P= 1583.B1'0 ,T�`9s 11 152.56 m 8/"3
_ p
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f�s w 40-3 I ,...N -, -2� -� P 16D2.
�, � a II P- 1589 3 11 �� �
...., � i I t i I, �I STORM DRAIN V, �_24.p0'_
LAT
P= 1581.1
v. - -. f �i 1 1 - ,1. A:: ae fi STORM ORA/N �_ -- -
' - i- TORM DRAIN LAI rE-11" 1 I roT
s
PER STORM DRAIN_.PLAN S SI 95.22'._ 21
STORM DRAIN LIN "` - 1 1 -
i 'P€&_S.TORM DRAIN PLAN,- - r_ :
- _ ..,--- _ 2 �s�s �c'�� 75'-... 54.80_
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_ 62,20 �I I I
CONSTRUCTION NOTES
a , S 2.•1 _ �� �0 Toga' .moo62.20' / 62.20'J.,� PAD LIMIT I 1 _• - 18 _ ,�ro. rcp'6s, .A L-ss.as' L-'5_5.89'-� /.
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I /. �1 -CONSTRUCT V-DITCH PER DETAIL C SHEET 4
?2-5 I
62.2 115 t CONSTRUCT 6'TERRACE DRAIN PER DETAIL D,SHEET 4
10.561
CONSTRUCT 12'TERRACE GRAIN PER DETAIL D, SHEET 4
.9�-5
P= 15111.6 I 1 I 1
CONSTRUCT DON DRAINjV-DITCH PER DETAIL C, SHEET 4
o P'= 1576.E8-5
75 CONSTRUCT 7ERRACE DRAIN TO DON DRAIN 7RANSI77011 P ER
17 6"5 DETAIL E, SHEET 4
'73.Od �� PAD UMIi (� 1 ( "-5
1';.I P= 1561.7. 111 IAl 1 11 II I 1 r 50.32' G - 4
_ - 1 11 I P= 1556.E I I w I o IU I I CONSTRUCT SPLASH WALL PER DETAIL A, SHEET 4
3.5. 1 , . 1 , II I I : 50 09 I - - CONSTRUCT IO X10'X1.5'RIPRAP PER DETAIL F,SHEET 4
. I ,I ` I - I I 50.23' I --- y' 15 CONS7RUCT RETAINING WALL(PER SEPARA7E PERMIT)
Ss _1 _ r��� 1 11 2.5 1 P= 1546.0 1 L p I I a I I o-
1 l o � 2
/-5 11. 11 0 P 1540.9 1 11 1
0 1 rL�, CONSTRUCT 4'DECOMPOSED GRANITE)RAIL,ROAD,DRIVEWAY
P� 7536:0 1 L1Mli_.� 1. 0�!� 0�" �r ,. - 6, PER DETAIL U, SHEET 4
_ '- 3 CONSTRUCT TOE OF SLOPE DITCH PER DETAIL W, SHEET 4
� 1 1 � 1 I I -{ I ti, o� I 1 .h�G5og1� 2.1 � 1 � to-
,A9 I 1 1 1 1 1 i as. 1 53?`�`�I I\6FG I� ?�1 i
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PROPOSED DAYLIGHT)11
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MARK REWWAS APPR. DA 7E PREPARED BY., SEAL AS BUILT" SHE No..
,, t7
THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE W77H THE APPROPRIATE CITY Of LAKE ELSINORE 8
FOUND ACCEPTABLE
COND1770NS OF DEVELOPMENT AND/OR CITY AND STA7E LAWS AND HAVE BEEN ENGINEERING 357 N.SHERIDAN S7REET QµoFess/pN
SOE 117 �o d.yqq<F
K LAND PLANNING CORONA, CALIFORNIA 92880 e�P 5p�� RCE EXP. DA 7E
REVIEWED BY. ROUGH GRADING PLAN
TEL.( 79-1800 ��? �6�C 90 m
SURVEYING FAX(951)951)2279-4380 65931 a FOR TRACT535337•4 35337.2,35337.4 of 25 SHTS
/ 03/7/�T3 Engineering,Inc. * * INSPECTOR DA IE
s P SCALE BENCH MARK 35337�,AND 353375
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FILE NO.
KEN A.SEUMALO,RCE No. 56915 n DATE gTFOF CpUF��0
CITY ENGINEER 3-/-3-/3 DA 7E
CITY OF LAKE ELSINORE FARRIS .'?M5&A - R.C.E70.659JI DA7E
O,owmg R�2C532a�FnY,Gro�ng Fougn�353JJ-�,2.3.4,5�324-PW-RCP-3533]FHI-Olfldwg ywi-J24-NW-FGP-3.533]Pni-019 Sovetr�%013 Itr50 AM Plotfe��/2013 IOIO a✓ By,Po(�M-Bio.n