HomeMy WebLinkAboutTR353371-1, -2, -3, -4 & -5 RGP pg.3 PRO,ECT
BOUNDARY
10'
PAD 1 TRAIL 1 PADS p PAD
2% 3 1 TZ
A EDGE COND/17ON /� � 1rZ
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CC'ST f0' VARIES2
10' TRAIL
O 1
f0' EXISTING (RAIL
10' EXIS77NG TRAIL GROUND y
'RAIL I GROUND I PL 2% I 1 1 r
2% PAD 2% 1 1 XISIING 2% PAD
PAD _ GROUND
1 1
EXISRNG
GROUND
DRAIN AT BACK Of LOT DRAIN AT BACK OF LOT w/WALL TRAIL SECTION SUPERPAD TO STREET SUP PA T PAD
B NT.S C NTS NTS N NTS V NTS
VARIES 25' 10' VARIES COMMERCIAL
DRIVEWAY TRAIL 5 UPER AD PAD R W
PRLI�CT o 10'
BOUNDARY I 1 TRAIL 1�- LOT 93-1
20' y �1
BENCH EXISIINC 1 1 r GROUND 2 pg ELSINORE
GROUND 2% HILLS RD.
PAD ' 2% I
3V
DRNEWAY L RPAD PAD TO TRAIL PAD TO ELSINORE HILLS RD.
0 NTS P NTS Y NTS
1 10'7RANS777ON
SLOPE VARIES FROM 7:1 TO VER77CAL
LOT 106-1 20'
2 5' TRAIL
fXISBNG 2' ry 2 -
GROUND 1 —�1 1 FLOW .f,
PAD 7 ��
2
-71
O7 OR 1
EDGE CONDITION DRAIN AT REAR LOT LINE DRAIN AT REAR LOT LINE v1�E°s�gro�n�
E NTS Q NTS R NTS �T 10 Tj
E7EN770N BASIN 20'MIN. !!^Cy
'CC'ST 10' BENCH
TRAIL 15'
18'MIN. DETENRON BASIN ACCESS = :.: ...�QYC74C?E-
LOT 55-5 BENCH ROAD t34 FL.O/y `' •p''"1NNE2
1 15' 1 BENCH �.,�
ACCESS 15'ACCESS
�1 ROAD I� 3 ROAD 11
�1 1
1 2 TRANSITION TO CONCRETE CHANNELT OR CH N.rs.
F STREET TO DETEN71 IN EDGE CONDITION AT DETENTION 8 ' z CURB OUTLET STRUCTURE
19 W ATER QUALITY BASIN
NTS NTS N.T.S.
BENCH
10 CC ST 11 AROADS \\%/�\\ 20'
IRA& 10' 10•
PAD 1 EXISTING i��\ 8"A.0
2 EXISTING 2 GROUND \
11 2% GROUND 11 1 4 l 1 \�j,\C\ 2
1% 2% 2X
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EDGE /Tl N EDGE CONDITION PERPAD T WA /N Zt)'PAVED A E55 R AD
H NTS NTS S NIS AA NTS
CC'ST PROCT 19' DETEN770N BASIN ��uu
GROUND GROU D BOU DARY BENCH ZS
V"DITCH
15' R/W q'
15 ACCESS 0
2 ACCESS 75, 1 TRAIL
—11 1 ROAD
1 J% 6'THICK
2X 4 1 PAD PAD •C'ST. 2% CONC APRON
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EDGE CONDITION E E OND/T/ON AT DETENTION BASIN DRAIN ETWEEN LOTS EDGE CONDITION AT PARK N ETE INLET APR N
J NTS K NTS T NTS U NTS BL3 NTS
EX/S77NG 20'ACCESS EXISTING PAD 15'
GROUND GROUND P ACCESS
ROAD-SEE DETAIL AA R 1 '�� 75•
PARK
�1 I'll,
'l 1 2� 2 LOT 77-1 2
PARK 1 .` 1 11
1 2 PAD PAD
VARIES
%ACGES R AD P T PERPAD PARK TO PAD PARK T SL PE DRAIN BETWEEN LOTS
NTS M NTS w NTS X NTS CC NTS
MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE APPROPRIA7E PREPARED BY., SEAL AS BUILT" SHEET NO.
COND1770NS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN BVaNEER/NG 357 N.SHERIDAN STREET QROFEss/cro CITY OF LAKE ELSINORE 3
FOUND ACCEPTABLE SUITE 117 �o ,. N.q q< RCE EXP. DA7E
LAND PLANNING CORONA, CALIFORNIA 92880 w4Q'pe" soo c^yc REWEKED BY.- ROUCH GRADING PLAN
TEL. (951)279-1800 y k ra i
SURVEYING FAX(951)279-4380 65931 FOR TRACTS 35337-1,35337.2,35337-3, OF 25 sirs
INSPECTOR DATE
Engineering,Inc.
* * 35337.4,AND 35337-5
SCALE., BENCH MARK: FILE N0.
KEN A.SEUMALO,RCE No. 56915 DATE _
������� fOFCAL\F�
CITY ENGINEER \ DAIE.•
CITY OF LAKE ELSINORE FAR i . .N0.65931 DATE
6 R:165J14\FNW\po6Mp Rwph1J5JJ)-I,2 J a 51J14-P[N-REP-)SS!)PN)-MJCxE Lapuf:J14-PLN-PCP-JSJJlPN1-CCJ SONQ'S JS i:34 PM floffea"S/J/1031.50 PM B,PoSrcN Bro:m