HomeMy WebLinkAboutTR31920-7 SIP St. Andrews pg.4 - - -
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El.: 1266.04
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CENTERLINE
Dox
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16 17 16 19 _ 20 " 21 22 23 24 25
ST. ANDREWS
CURVE TABLE
CURVE LENGTH RADIUS DELTA TANGENT
24 25 26 27 28 29 30 31 32 33 34 ca 3927 25.00 9Lroolw 25.00
22 23 x PAD-
21 PAD=7272.2 PAD=1271.5 PAD=1270.9 PAD=1270.2 PAD=1269+5 PAD=1268.8 PAD=1268.1 PAD=126Z9 PAD=1268.1 PAD=1268.4 PAD=1268.7 PAD=1269.0 / C5 3917 25.00 90'00'00' 25.00
\ 2O "PAD=1272.9 9 9 9 9 C6 40.53 25.00 92'53'29" 26.29
PAD=1273.5 ( 9 9 9 9 9 6 9 3 9 6 C7 4.81 2742.00 0,06,02' 2.41
i 9 a .o a a c a e u v ry oo 35 C8 125.66 40.00 180'00'00" INFINITE
O O p
^ tc .tee m + +_ v�i u + o I�w PAD=1269.4
PAD=1273.9 ,o + `$ N n + N � �+' o + + + +.'^ C9 18.99 2822.00 O'23'08' 9.50
°-+° w = '^+' m ^ >>o w W )N..o Nu No C10 80.8� 50.E 923718' 33.50
_ • 3Yo of 22 3C �^ •� NYG N•
R � ""
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36
C_
12 IZ71 2782.00 0-21 8,8
O 00'I W=1 9
^ - 7 pAD=1269.E R ` --
18 RIt Li.I -..- R/W
PAD=1273.4 _ U 'p 2 -- DWY 24+00�5 9
DWY 24+10.15 9 STREET PLAN CONSTRUCTION NOTES
R/lY ^ C o t'UI.� - - o - CONSTRUCT TYPE 6 CURB AND GUTTER PER CITY OF LAKE ELSINORE STD.NO 200.
$ 4 + - m 141 ^ `�'`+ `-� BCR - STA.24+13.91 EC 37
+ + 42 STA 24+2719 ECR _ _ 40.00'L pA0=1269.5 CONSTRUCT 3.5"A.C.OVER 4'A.B.PER GEOTECHNICAL ENGINEERS RECOMMENDATIONS.
17 41 �+ ^ m m a a $. O h chi n �+ N H 40.00'RT
PAD=1272.6 L o 0 0 0 0 o 0 0 ^+ W F'RESTWICK N o o PAD=1269.2 7 STA 24+32.07 BC - o-CONSTRUCT GUTTER DEPRESSION PER RIVERSIDE COUNTY STD.NO 311,CASE
?<� a MATCHLINE 40.00'RT r
d o I o^ CONSTRUCT SIDEWALK(N1DTH=6)PER CITY OF LAKE ELSINORE STD.NO.210.
n (t DWY 24+32.07
9
3 �3 fr; fr3 fry t�3 fv; �3 SEE SHEET 6 3 fv3 STA 24+STET
d d W=16.0' _ I „rI+ t' _. 6 o-CONSTRUCT ACCESS RAMP PER CITY OF LAKE ELSINORE STD.N0.2148.
y 6 8 8 "' IIf IL 6�CONSTRUCT STREET LIGHT PER CITY OF LAKE ELSINORE STD.NO.501 (9500 LUMENS).
L 68 b9 s I" Dwr 2a+32.o7
67 ]Q ]1 72 73 ]¢ _ 9 DWY 24+3207/ _ 9
16 4 ' PAD=1273.2 PAD=1272.5 PAD=1271.8 W 1Y,0 W=I6.0' 7 INSTALL BLUE REFLECTIVE PAVEMENT MARKER PER FIRE DEPARTMENT SPECIFICATIONS
PAD=1271.1 PAD=1270.5 PAD=1269.8 PAD=1269.1 PAD=1268.5 DWI' +32.07 38 AND CITY OF LAKE ELSINORE STD.N0. 4224
6'-O" 8•-4" 6-D' 44 43 41 9 ¢DWY 24 32.07 ''Lg W=12.0' 9 PAD=1269.8 B�INSTALL STREET NAME SIGN PER CITY OF LAKE ELSINORE STD.NO 4004
PAD=1267.9 PAD=1268.2 PAD=1269.5 7 -120' 1
4 c 40 1 39 O9 -CONSTRUCT DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE STD.NO.207. WIDTH PER PLAN.
U
11� 40�� t PA0=1270.3l PAD=1269.9
'-
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=-- - - ST. ANDREWS
a
N
LINE"B' co
21+25.46
N LOCAL DEPRESSION�
SCALE: 1"=20' /
REVISIONS: PREPARED UNDER SUPERVISION OF: 'AS BUILT• PREPARED BY: WILSON MIKAMI CITY OF LAKE ELSINOFIE
o pROfE55/({ RCE EXP DATE W CORPORATION TRACT31920-7 SHEET
E REVIEWED BY: 3 PETERS CANYON T:949-679-OD90 STRII WROVEWNT PLANS
p off+ SCOTT M.YALSDN DATE SUITE 110 F.949-679-0091
RICE N0.49684 EXP. 9-30-14 IR�N�CA 926WD6 ST. ANDREWS o INSPECTOR DATE BENCHMARK:a988a 1HESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE R11ER61�BENCHMARK N0.BM E-3-70.ELEV.1279.829. BRASS DISC IN CONCRETE
p * E 4 * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR q qAND POST 72'NORM OF Y INIEISECTON OF CORmow STREET AND MISSION TRAIL. 27' 8
THE STATE LAWS,AND PERMIT CAN BE ISSUED. SCALE: AS NOTED FROM STA. 16+88.49 TO STA.24+32.07
l AN FAST OF 1HE CENIERUNE OF MISSION TRNL
'YJ�' BASIS OF BEARING. SHEETS
aAzwMaugDoanAelmce DESIGNED BY: KAM DRAWN BY: KAM c v CENTERLINEBETWEEN OF CEREAL STREET,BEING N5752'48^M, MONUMENTS 3 AND 4,
DATE: BEING THE CENTERLINE INIFRSECDONS OF CEREAL STREET AND STONEMAN STREET W.O. FOR: F.B. WDE,.NO. -
Eri CHECKED BY: KAM PROJECT MANAGER: SCOTT M.WILSON KE A.SEUMALO R.C.E. 56915 CITY NGIN R AND CEREAL STREET AND CORYDON STREET.