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LOT SECTIONS ROAD SECTIONS
PL NORTHERLY SOUTHERLY
I R/W R/W
100'
MAINTAINED I P L 12' 38' C/L 38' 12'
BY HOA 2'
71' I
LOTLINE FUTURE WOODEN FENCE .
WHEN H>15' 2' '1
LOTUNE 15' R/W LOTLINE � ..� 1.5'2.5' 'm 7'I_7'' 2.5'1.5'
FUTURE BLOCK WALL FLIT. WROUGHT I 2% I
OR FENCE VARIES 10' 3' IRON FENCE K' I - 2% ' I 29
(PER SEPARATE 0.5' PT' FUTURE tiP�'
PERMIT) PAD PAD o� 5' * BLDG.
a `�
2� PAD I 5 * 0.5' `1-' H I I TOP OF CURB ELEV.= TROUGH GRADE
(SHOWN ON PLAN) 2
CL ELEV. MINUS 0.38' '
_ Z
PAD 'yq� H PA PAD UMIT
2' TOE DRAIN s _ Rev CANYON HILI-S ROAD
2%MIN. - -- N.T.S. DO*BERM NOT REQUIRED IF H<5' SEE SHEET 3 "' m
A
NORTHERLY SOUTHERLY
R W R/W
70'
SECTION A—A SECTION B—B SECTION C—C SECTION D—D TYPICAL LOT DRAINAGE c/L
TYPICAL SIDE YARD SLOPE TYPICAL FRONT YARD ROUGH GRADE TYPICAL REAR YARD TYPICAL REAR YARD SLOPE 11 24 24 11
2 I 43• 2.
LOTUNE 1.5'2.5' 2.5'1.5'
2%1
R/W P R/W R/W P/L --
R/W R/W FUTURE BLOCK P
WALL 2' 15' 10' 20' i 20' 10' 15' 2' r ^-T c
FUTURE BLOCK WALL I PA I 35' I PAD TOP OF CURB ELEV= ROUGH GRADE
PER SEPARATE PERMIT) I I I '
NO BERMi.?� 25' 2s (SHOWN ON PLAN)
10' + v zx 1' CL ELEV. MINUS 0.1'
10' P' 11'
�P /TOP OF SLOPE
2' 2 PAD �/ " HILLSIDE DRIVE
5' 5' 6' 4' 5' 5' TOP OF CURB ELEV- ROUGH GRADE
N.T.S.
CL ELEV.MINUS 0.02'
. r, 2% yqF
TOE OF SLOPE AT R/W
R/w so' R/w
WHEN S ADJACENT T C
/W d CURB NOTE,
WA BERM WILL NOT BE BUILT IN THESE LOCATIONS PARKVIEW LANE & FALL BROOK LANE 15' 10' zo• CA 20' 10' 15'
PAD WALL CONSTRUCTION WILL COMMENCE IMMEDIATELY �
TOE OF SLOPE 2' BEHIND R/W AFTER COMPLETION OF ROUGH GRADE
WHEN S/W AT RIGHT OF WAY PAD V RIE 2X 25 35 zs 2X VARI S PAD
_J -tip-
SECTION E—E SECTION F—F SECTION G—G SECTION H—H ENTRY STREETS
DOWN SLOPE ADJACENT TO LOCAL STREET UP SLOPE ADJACENT TO LOCAL STREET UP SLOPE ADJACENT TO MAJOR STREET (W=70') SIDE LOT WITH FUTURE WALL N.T.S. C
I 100 YEAR WATER TOP OF CURB ELEV.= ROUGH GRADE
(SHOWN ON PLAN)
SURFACE ELEVATION CL ELEV. PLUS 0.02' H m
GROUND
XISTING
FUTURE BLOCK WALL ALL STREETS EXCEPT: LUPINE CT., AURORA CT., LARKSBURG CT., GILIA CT.,
15' VARIES 2.5' 0.75' 1' OTAY CT., PARKVIEW LANE, & FALLBROOK LANE
3' 1'
BERM FIRST FLUSH RETENTION BASIN R/W
100' 9' ,\
�'�, G/L LOCAL STREETS
_ EX. GRADE i qr QER 38' 12' 7' 1 y��`\\\
z:1 Max N.T.S.
15' Q�,PN 15' ti�P+, ( 2
BENCH BENCH � 7' 7' 2.5'1.5' 1 �� R/W 58• R/w
_ NUISANCE FLOW
INTERCEPTOR DRAIN �?. ` RETENTION BASIN I 29 2$.I i!I 2 \ c? C/L
1 SEE SHEET 3 = ? S 51�.P.I,.w - - 15' 10' 18' 18' 10' 15
?� > > .� �_.,- M,y 13 M\N V RIE 35 VARI
PAD 2f 4 25 2x _ PAD
TROUGH GRADE �.� 33•. --- --� �c: ,P
SECTION I—I SECTION J—J TOP OF CURB ELEV= ROUGH GRADE
(SHOWN ON PLAN)
SECTION K—K SECTION L—L CL ELEV. PLUS 0.02
TYP. PERIMETER CONDITION FIRST FLUSH BASIN H.O.A. LANDSCAPE LOT BEYOND R/W N.T.S. LUPINE CT., AURORA CT., LARKSBURG CT., GILIA CT.,
LONGITUDINAL ANCHOR TRENCH 2' MIN .. OTAY CT.
�
(COMPACTED BACKRU-)
a A TOP OF BERM v 00CUL—DE—SACS
>7
LONGITUDINAL ANCHOR TRENCH '. Z C U L—D E—SACS
0.9m 3 ft
z 2 18" NAILS WITH 1 1/2-
TERMINAL $"" INITIALN.T.S. 0)
ANCHOR ANCHOR - N WASHERS SPACED 8
TRENCH PYRAMAT PANEL TRENCH N .t�_ CHANNEL BOTTOM COMPACTED BACKFILL AT 12" O.C. 0.46 m (18 in) C
(UPSTREAM) (TYPICAL) (DOWNSTREAM)
x
B B' O ' B B' PYRAMAT HIGH PERFORMANCE 2' MIN
(, N m
6. m PREPARED SUBGRADE TURF REINFORCEMENT MAT cn 18"NAILS N1TH 1 1 2" WASHERS
77
1' MIN / • rn` BLOCK WALL LOTUNE LOTLINE
2v SPACED AT 12" O.C. O OR FENCE ! N
PYRAMAT HIGH PERFORMANCE 20 DRAINAGE
TURF REINFORCEMENT MAT • (PER SEPARATE ' BLOCK WALL
Ya SECTION B-13' PERMIT) EASEMENT OR FENCE
.. CHANNEL INVERT N.T.S.Z� • • �� (PER SEPARATE
PAD PERMIT)FLOW _ COMPACTED BACKFILL � PAD
g —...�...—... ..._... ...—..._. 3" TO 6" LAP
a /{' SCOUR PROTECTION ANCHOR TRENCH N PYRAMAT HIGH PERFORMANCE •
TURF REINFORCEMENT MAT
SECTION A-A' 2' MIN
PLANN.T VIE\'/ N.T.S. NOTES: ANCHOR rPATTERN
18" NAILS WITH 1 1/2" WASHERS ANCHOR PATTERN 3 ANCHORS/m'(2 1/2 ANCHORS/YD')
1.
PYRAMAT PANEL DETAIL SPACED AT 12" G.C. FOR SLOPES STEEPER THAN 1H:1 V AND CHANNELS.
GSECTION C-C' - OVERLAP OF ADJACENT PANELS S 2. ANCHOR SHALL BE 18'NAILS WITH 1 1/2-WASHER SECTION M—M
o p�2 N.T.S. SPACED AS SHOWN ABOVE. N.T.S.
p o(7 V p � EE NO. DATE REVISIONS APPROVED BY DATE CITY SEAL PREPARED BY.
%FESS/D,vq� CITY OF LAKE ELSINORE
CERTIFICATION: 9 H H
2 1 yEP _qR,.�� BV ENGINEERING' SHEET, 2
n 40 3 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE ,y�O c1�y4\ CIVIL.ENCINELHINC- T.T.M. 30493
N •� p10�OO APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY 0.29242 `� LAND PLANNING A
i lJ O 0 4 AND STATE LAWS,AND A PERMIT CAN BE ISSUED. LAND surzveYINc DETAIL SHEET �F. J
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