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PROFILE SCALES
HORIZ. 1"=40' # +
VERT. 1
9 10 11 12 12 13 14 15 16
SEE SHEET 13
CRYSTAL RIDGE CT.
_N_ LOT 83 I Oly AFT t3
OT 92
32337-2 L LOT 93
10+62.59 ECR 32337-2 C
2124.15 TC 6 11 32337-2 -
IV
123.65 5 12 5 13+737�m
F �'
AA T 1 4 2092.1 6
/E fO.gy 2092.33 FL 1 p /
CURVE TABLE BC 2 127.92 S84 ro3'1129 W
212026 LOT 101
FL 21]6.36 TC 2 3 12N35.98 11 11 7
3 t33.05'NB4 ro3'1129 2115.86 FL I - 1 172.92'SS4 ro3'1129'W BC _ 4 9 32337-2
DELTA RADIUS LENGTH TANGENT 1] i2 13 �` 14+51.56 BcR
i 10 DELTA 3.93" 25.00' 44.78' 31.22: 4 2 3 2Gee.n \ 2085.41 is Iti
EC 13 L fq 2084.91 FL CiATB RETLflN DATA 7`
2 2 2324.39" 910.00' 4.59' 229' 199.35•S84.03'1129'9l Q`
EC °M 5 w 5 RA0=25.o0ft
3 210'01'15.82" 38.00' 139.29' g3 d?° LEN=37.52ft
11+13.05 SPECTRA DR. n
4 15'0038.50" 110.00' 28.82' 14.49 �.� 10+66.63 7 n' � TAN=23.31tt T7
5 43'04'1631" 280.00' 210.49' 110.50' 10+00.00 CRYSTAL RI CT. O.It�655957.73' -
6 86'01 26.64" 25.00' 37.54' 2332: 10+00.t) WI4112.32 LLOW ARIDGE CT. 14 V DR, a
71 85'5957.73" 25.00' 37.52' 23.31' /5+a ' -060.42 TIC
8 11'2647.79" 320.00' 63.93' 32.07' LOT 82 LOT 81 LOT 80 LOT 79 LOT 78 LOT 77
9 82'30'19.02" 25.00' 36.00' 21.93' Ec rs $
10 a2'30.19.02" 25.00' 35.00' 21.93 32337-2 32337-2 32337-2 32337-2 32337-2 32337-2 LOT 76
11 15'3B'06.55" 320.00' 92.91' 46.78' 15Ec so
1 94'1648.62" 25.13' 41.35' 27.08' 32337-2 7 ryj� cNy
13 24°0747.53" 300.00' 126.34' 64.12 1
5+49.46
zofio.45 TC
CONSTRUCTION NOTES o
14 18°56'28.77" 300.00' 99.18' 50.04' 5 pN DATA / 2079
R40-25.Ooft 6 f FL
LEN=37.54ft ,q O1 CONSTRUCT 025'A.C.OVER 0.50'A.B.LL.II
0 i2'a es roi•26.64" 5 6 O�Y DO
SPECTRA
® LOT 75 LOT 109 0 CGNSTRUCf TYPE'A-6"OEWA G GUTTER PER RID.CO.SRO.NO.1
�������� Q CUJSTFKKT 4"THICK SIDEWALK PER RN.CO.STD.NO.400 G 401 (W-Ki7 a
� 32331�7-2 32337-2 p COtSTFUCT OIOSS GUTTER PER COUNTY CF RIVERSIDE STD.209
� 15+96.92 S TRA di=
81178.65 MCV7 CET CANYON Rq. Q5 CONSTRUCT 4"THICK P.C.C.ACCESS RAMP PER RN.CO.STD.40a CASE A. o
STREET
IGN
INORE
Q �I sl� �.• LOT 108 O MSTRUCTT CATCH BASIN NAME SPEA RNA.CO.STLAKE DDWG3003&.dVG.201 v
A�o
F� s 32337-2 Q GUTTER DEPRESSION PER RN.CO.STD.DWG.311,CASE B p
CONSTRUCT BARRICADE PER RIV.CO.STD.N0.830D�C7k`MT
�
GRAPHIC SCALE 1"=40'
LOT 107 N
DIAL 1W0 WORKING
BEFORE DAYS BEFORE 9� 32337-2 AS BUILT 4o zo 0 4o ao 120
YOU DIG YOU DIG
TOLL FREE A PUBLIC SERVICE BY 1-800-422-4133
UNDERGROUND SERVICE ALERT
NOTE: APPROVED BY: SEAL-ENGINEER A L B E R T A BENCHMARK: CITY OF LAKE ELSINORE SHEET NO.
TT CIVIL ENGINEERS
WORK CONTAINED WITHIN THESE PLANS THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE �FEssr t�TL, K� IN THE COUNTY OF RIVERSIDE. CALIFORNIA
SHALL NOT COMMENCE UNTIL AN WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT v CIE NM BB 37BB McCRAY ST. SEE SHEET NO. I ���
ENCROACHMENT PERMIT AND/OR A AND/OR CITY AND STATE LAWS, AND A PERMIT CAN BE w� µ MA RIVERSIDE CA..92506
GRADING PERMIT HAS BEEN ISSUED. ISSUED.�J ,., / Q�Y fPt A S 0 C I A T E S (951) 686-1070 TRACT NO. 32337-1
THE PRNATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR j'/ ''`�'fY/_-�D_ as�.12/a�jJae Df�� FG coNstnr STREET IMPROVEMENT PLANS F
I C A 1 ? t/ p R08ERT MOEHLING f �'^5�DATE i'� SPECTRA®R.
AS
THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. EIO'.fe-3T-06 OF 13 SHEETS
IN THE EVENT OF DISCREPANCIES ARISING AFTER CITY APPROVAL OR V. cEva PREP C58602 SCALE: _ STA.10+00 TO STA.15+96.92
DURING
DETO2MIN CONSTRUCTION.
AN A THECCEPTABLE E ENGI N AN S BE D REVISING THEONSI L DATE BY MARK REVISIONS APPR. DATE rf� R.C.E. N0, FILE NO.
63056 OF c (J H: AS SHOWN V: N/A FOR' N.D. F.B.
FOR
APPROVAL er THE CITY. ENGINEER CITY R.C.E. NO. EXP. DATE: 6/30/06 DATE EXP. DATE: 12-31-06 K.HOVNANIAN FO•fCA5T 04--040i
04-?N� hP a0%Z#