HomeMy WebLinkAboutTR31920-7 RGP pg.5 E
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1 25 g 26 g I 27 g 28 1 29 30 31 32 o 33 0l 3 01
W I PAD=1270.2 I PAD=1268.1') 1 1268.1 PAD- PAD-1268.7 PAD=1269.0 PAD-1269.4
I i 0 pAD=4i>Z�.S i P�2666$, 7 I i i PAD-12678 PAD=126Z9 PAD
�'Z_ \\
00 TC l I I� 126764 TC 1266.95 TC 1 1266.40 TC 1266.26 TC 1266.15 TC -1 A
I 1268.32 TC I I BVC BVC M04C �662' 1266.49 TC 1166.53 TC 1266.74 TC 1 66.90 TC 1287.18 TC 36 A
1266.15 TC. i 126745 TC
-T268-88-777��� _ 1. 116R52 TC __ = c 1 - - I _ I __ - 726748 7C A
l0' / 50:00' -- 50.00_ 50.00' 50,00' -- 50.00' 50.00' 50.00' 50.00` -- -50 00' \ 4 39"' U=b B- - L - - ---\4�
- -- ----- ------ --- -- -- ----- - - - -- - FAD--�' \
1 6
12 .86 CL :'1266.24 CL
_ �� _'J: _ _ 1267.50 CL - - - 1286.1 CL - '266.SY'a _ 162 7.0E a 12szot CL 1161s3 a 1
�7 6 %� � � �66.4 MovC Bc
- - - - - - - - - - - 1
�� 1os.z9'
I126s. cL 12ss.1s CL 1 6s.17 s ST. ANDREWS 12 7.20 a i\ 1269.6 1
ac I Mm EVC BVC
�7b
0 ' 5000' 1126Z52 TC 50 00, 40�93' -� ---- 00_ 1 �� .- 46,00' S0,00' ----1'f6T.031Z 4.96' 1267.T7 TG ���\ \ EC a E
__
1 a 59 TC 1267.9 TTC I 126Z23 TO ',1 -�Sg I ��
1266.67 TC ,2• 1266.50 TC I I 1286.75 TC - JIZ6�,51266.26 TC �p `r / "' TC I 42 • , ih
Aw 1 1 I �'^ L l 1266.00 7C 1266.27 TC
L l Moc FCR I Fc =
I 1 G .III o 126555-TG�� y PAD-1269.2 ��126Z65 TC.��, L� .
I i I I
I I _ 44 43 I
ECR h
I i I �.7 I N SIN 1265.41 TC I _-__
1265.45 TC B Fc B PAD-1267.9 PAD-1268.2 1267.74 TC �, - --- 700,41'-_---- _ --
Bvc N, i
� 18 71 i" 0 74 1 1 1s I I -
' I g 72 1^� 73 I 1265.22 TCmovc
I PAD=1270.5 PAD-1269.8 I PAD=1269.1 I PAD=1268.5 7 1 I '� -'---_--- 126623 TC
1 I 65.04 11 1269.3 126Z92 TC ooS`
I� Ilia I I FG ___ g12.19
BOR.90 TC 1264.88 l
�- / �.1264.63 TC I 1269.8 CI e�
1264.28 TC ECR U MOC �� I II' \\ FG 1 7 6 1268.09 TC ,.':_ '...38 126G /
C F�
I 1264. y, i I� 1264.73 TC 41 / 1 PAD=1269.8 /
I MOVC / I� 56.49' 55.22' \\ PAD=1269.5 / a� I 1 L / �I
EC \ A A
so.ao' 1 so.00 p3� 1 /
-i(93- --J---- �. �--..- 126411--- , �:y 1 C � fo----- t------------�1 J D
--1- s-- 1264.55 TC \
1 h \ I /AMD
RAY 18' CURB 6A15 G� ' III 12F�._�� �� �� 1 FG
s' 5'WALKWAY 4' 61M2oN6+ is oo; -
PROP. I \ p o Vv
MOC PAD=126Z1 1 FG
IXISIING ` ` 6 I I
\ 1 ' \`\ 40 70' 1 1 -PAD&1269.9
uAmEs FROM S _ La�.23 \\ 2Fj12 X I L X
.Sa 1.33'TO 2.6T 30 66 '_ G0
• �' ` EC/EVC \ \CDs. 1 �• �� 1 2jo � � //ry+
4"WALL ORAL '� S �f.f_7BC
TC `\ �,
CONNECT TO _ ...•.�; - \ m V �„�_ Fc.o� � 1267 p0 �s50.6
126413
NOTE STORM GRAIN MOC/MOVC \\��Z�) 6 g N� 111 I, 1270.9 12F�4 --- --- iL $ END WALL
SEE TYPICAL LOT DRANAGE DETAIL ON SHEET 2 SECTION C-C TRACT ` \\" �FV \\ 1 FG L-�" �, -
BOUNDARY
FOR PAD GRADING NOT TO SCALE FUTURE ` \\ PAD=1288.6
SEE SHEET 2 FOR SECTION B-B WALL --
LEGEND DAYLIGHT TD 47 \\ \\ �,Al. _ =�0 ___ _ - _ T
EXIST.GROUND 'l PAD-126Z0
70 LOT NUMBER EXISTING SLOPE ��ZSILOPE
D I ` \ _ 9 z 51+52.61 HE ,ro T , F
LOPE UPPER PAD _ _ A� �,52 V „ �,J J• - ,�
PAD= PAD ELEVATION EXISTING PAD .+ - - -
TC TOP OF CURB //\/ /- // 7
BCR BEGIN CURB RETURN ti' / 1- ---- ------- ------ -
ECR END CURB RETURN \ - PROPOSED ` 50+31]T� 126
--
PAD ELEVATION L 57 /// - 1263 g9 TC F O A•+" 19 A�yt.'/ _ 1 - --51 2.61 HP -_ --- 1 z2+7•1 TC �.
GRAPHIC SCALE ` B _ ----__
fi/ --_ -----------
SECTION _
o o zo b A-A - ------------------- - -_
NOT TO SCALE -
Q ( Tx Beer) - -
C
:^
1 inch= 20 fL � ..,cA 0
REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: /���p WILSON MIKAMI CITY OF LAKE ELSINORE
ENGINEERING GEOLOGIST- SOILS ENGINEER: OWNER D�,
N �oTEsslo� CORPORATION
SOILWORKS, INC. SOILWORKS, INC. McMIWN SUMMERLY, LLC e� t'E�A
u� o SCOTT M. LSON DATE DATE. SHEET 5
EARTH SCIENCES GROUP EARTH SCIENCES GROUP P.O.BOX 85104 RICE NO.49684 EXP. 9-30 1a 3 PETERS CANYON R 949-679-0090 ROUGH GRADING PLAN
- SUITE 110
F: 949-679-0091
y 350 FlSCHER AVENUE 350 FlSCHER AVENUE SAN DIEGO, CA 92186-5104 N°•seea4 s THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE IRVINE,CA 92606 �
* C•v°7aon� '4 APPROPRIATE CONDITIONS OF DEVELOPMENT AND CI ND BENCHMARK:
COSTA MESA, CA 92626 COSTA MESA, CA 92626 T(619) 794-1252 /
MARK DESCRIPTION BY APR. DATE `flJ \d' THE STATE LAWS,AND PERMIT CAN BE ISSUED. RUNS
BENCHMARK NO.BM E-3-70.EID.1279.829. BRASS DISC IN CONCRETE POST 72'NORRI OF T
TRACT NO. 31920-7 ALE N0.
PH: 714-668-5600 PH: 714-668-5600 F(619) 336-3010 if oT �pL\dINTERSECTION
BASIS C KK OF CORYWN SKEET AND MISSION TRAIL 2T FIST OF HE CENFAUNE OF MISSION TRAIL NG THE CDmRuNE LOTS 25-47 AND 71-74
DESIGNED BY: WMC DRAWN BY: WMC 017%B/y,oAJ BASIS U E OF CEREAL
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