HomeMy WebLinkAboutTR353371-1, -2, -3, -4 & -5 RGP pg.6 CONSTRUCTION NOTES
CONSTRUCT V-DITCH PER DETAIL a SHEET 4
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/ 13Pp ,, - ,,,,.� _ CONSTRUCT 6'TERRACE DRAIN PER DETAIL D, SHEET 4
%�p5�-. -, ' p 3a-CONSTRUCT 12'TERRACE DRAIN PER DETAIL D, SHEET 4
PN 4Q-CONSTRUCT DOW DRAINIV DITCH PER DETAIL C,SHEET 4
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' :.'� :-.\. ,.,-. �. :,..A� •., � 1 ,, � r '' '. . .,. .. ,.,.� ` ', t! i i! 'i�,' CONSTRUCT TERRACE GRAIN 70 DOWN GRAIN TRANSITION PER DETAIL E
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CONSTRUCT SPLASH WALL PER DETAIL A,SHEET 4
CONSTRUCT IOVOX1.5 RIP AP PER DETAIL F,SHEET 4
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CONSTRUCT 4"DECOMPOSED GRANITE TRAIL,ROAD,DRIVEWAY PER
DETAIL U, SHEET 4
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58.60 58.39 I -- $,1 - I r p 2.�� i A WILL BE MONITORED BY THE GE07ECHN/CAL ENGINEER FOR
I. 5876' v -- - - y ` '�� 792 >
' SETTLEMENT PR/OR TO GEOTECHN/CAL RELEASE FOR CONSTRUCTION.
1491.5 \• of
55.77'
P 1404:0 ' P=1408.5 �/ q
P= 14128 \ 18- \
`STORMDRA -- ( 5.2 /... /, ti16yF° "���p \ \\ \\ - I I' .#/O'L 1 ./ �5 / 39.80` �� o� �� \ -. \ *
LINE:' I { I (� P='141Z5,.•) /o° �y. 'yy0_ \_ .. \ \., *92 L.IS _ */�2 / / 35.42o \ ( `. .. \ \
p _ o P= 1444.9 s 17
;i PER S7" ( / 0 6-2 7 0 -- o *82 \ \�. P= 1440.5 I^0 a PLr-= r448:5 �/ / 1G I a m \ cs.. \ \ ci
ORA/N PLAY PAD LIMIT I / l P= 1423.3 o �2 1 \ P 1436.0 \ I /
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P- 1430.3 -c� \,...\\-o..P= 1476.E \ \ \.. '61.2
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30 ....9 \ \. -�I YPA�LIMIr- c� M \. R. 61. '••o
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P= 1471. \ \f \. \ Pfp uMit��\.
2s f I P 1464.7 o .\ 62.00
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•(G 10.°8 G 10.0 4=69.04' 0.. by•�G p G •93 w� ss \ -� 62 4p tip /
0.1•y '` SG hhy'�p . 42 B.00X _ F 1 '( 4/
�L-6290' ,19• �0.�1 '��` N ,�p�GG 1 '(G \ ik52.2 YL=8328 L� y / �f DRAIN.0
y41G - �. _o � 8�446• 1G¢D 1'`1p �h14-. '.62p0�-fit. A'PERSTORM \..
I ( �-.�-¢ � 1G •. ., L=62.2J / Lv 60 a 38 p \
1
42\�. I 39
0 P= 14".7 1 ( 30-2 4119
\ * '21\ \
4514290.9 ,\
1
\ M
35-2 I 36-2 I 4
( 1 ^ I q \ I I i
322. 34 2 P 7440.5 P= 1448.3 I I _ \ \ \
Y ^� � -J/ L-5735' L-5Z45' -
332 I_.I.. I *374 I -L J P- 1481.0 T
�` I I I M P 1419.3 P- 1424.7 P- 1434.2 \ \ \ \o \ .3.. `'.I P= 1429.3 I � \ $ I I I P= 1453.7 PAD UMlT I \ \
p � I _ I I \ 42 2 \ \`m_ \ rn
1k1 j5 I I ( I I �I s \j t1.w j h I *38-2 'I \ \ 412
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P- 1458.3 I -
1462.5 P= 1466.8
N � PAS
It 1 y4161
564
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810,
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l/i 21590
2:1 I 4 2:1.
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P=
36.E
64-2 a
2:1 �y r6•° 3 69' N � � P 153Z3
62 / 32°''
9
F o
652 005
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SCALE 1"=40'
6720 JC7 0 40 80 120 160
68"2 = 1 CHLI 69-20 P= 7539.E
MARK REVISIONS APPR. DA7E PREPARED BY: SEAL AS BUILT" SHEET NO.
THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE CITY Of LAKE ELSINORE
COND177ONS OF DEVELOPMENT AND/OR CITY AND ST47E LAWS AND HAVE BEEN ENpNEERING SUITE
N SHERIDAN STREET QROFESS/0, 6
FOUND ACCEPTABLE SUITE 117 �o N.N q! RCE EXP. DA7E
jw LAND PLANNING CORONA, CALIFORNIA 92880 Q�" aoo yc REVIEWED BY, ROUGH GRADING PLAN
TEL. (951)279-1800 y 4 1a m
SURVEYING FAX(951)279-4380 sssa, FOR TRACTS 35337"$35337"Z,35337.3,
Engineering,Inc. * INSPECTOR DATE OF �✓C
SHIS
D��2f/2o/3 s c 3$33
SCALE, BENCH MARK: 7�4,AND 35337"5 FILE NO.
KEN A. SEUMALO,RCE No. 5691 DATE ( � sr
CITY ENGINEER �1 _-__� .3_/3_.Lg FOFCA
CITY OF LAKE ELSINORE FARRIS'N-HADDAd R.C.E.NO.65931 DA 7E OA7E.
3171 DI3 3 PM Pl t-51712013 3 14 PM B.