HomeMy WebLinkAboutLake Elsinore Sheet 9 I
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MN m O 1\ omp In N ru O STREET CONSTRUCTION NOTES 19 ADJLIST EXISTING SEWER MANHOLE TO GRADE
^ PHASE T 0-CON$T. "A.C.OVER "A.B. h 19 ADJUST EXISTING WATER VALVE TO GRADE WA, 1'
I1 11 I - SEE IN EFT N=8 �CONST TYPE A-8 CURB PER RIVERSI DE CO.STD. PLAN NO.201 v�) @-•CONST.COMO. DRIVEWAY APPROACH PER RIVERSIDE C0.9rD.PLAN NO 207 [Ii(N
PETE'LEHR DRIVE &-INSTALL STREET NAME SIGN PER RIVERSIDE CO.STD. PLAN NO.G16 2 WV 21 CONST.90'MEDIAN TRANSITION PER DETAIL HEREON
V 4 J 1 2 INSTALL STREETLIGHT PER RIVERSIDECO.STD.PLAN NO..IOOI
N� � � � � O � O o�N" I II CONST.LOCAL DEPRESSION PER RIVERSIDE CO.STD PLAN NO.all 0 0 o- C22000LUM� Q
Nn ry1 N III II 12 FEATHER OVER EXISTING FOR A SMOOTH JOIN Q Q �CONST.TYPE A•6 CURB PER RIVERSIDE CO.STD PLAN NO.200 L
O fU Ri IU 111 fV nj CONST.TYPE v,CURS PER RIVERSIDE CO. STD. PLAN NO.904• 0'T @-CON5T.CURB TRANSITION FROM 8"CF TO 6"0..1 0
+n [• 2 N n N n[• I I� I ��//-//77 M L 6 gAWCUT AND REMOVE EXISTING A.C. PAVEM EN7-
O• 1'O. OIO' [10' 0' Il0' to, 10'IIO.O 3�j III II Y O p -LL eCALE, 1^.qD• I p o-
O 31 7 SAWCLIT AND REMOVE EXISTING A.C.BERM G
90'MEDIAN TRANSITION CD I m H I ; fp o Z9 SAWCUT AND REMOVE EXISTING CONC.CURB n+� ICI A,
90'MEDIAN TRANSITION DETAIL I `, 5 +W �� o H 0 M �+ 29 SAWCUT AND REMOVEEKlSTlNGCONCCROSStj GUTTER. O ry y
21 -.T.S. N
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>i M •'G'v 4.�V M,G' C a 5' m 0 p 1 I- � y; M m, .•p '"a.>69 z W I _°�
i ��� F5' y: op. �•�'��n^'0 � � TF ±gyp � N � 3• I v ; g r / +N I -o
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I; ROAD CANYOOAD4)mV It,4 TO BE ASANDONE
_m I =ca DIAMOND DRIVE
.3 22 pK SEE AT LEFT-HEREON
\PFt� om o W rmn °n m ro o E :514EET 9a 1
RAILROAD CANYON ROAD
TO BE ABANDONED CAMPBELL STREET
SEE AT RIGHT-HEREON - C PBELL STREE
hGpO' I
CURVE PHASE J1
DIAMOND DRIVE OFEBBIO t}V N m e}
0. DELTA RADIUS LENGTH TANGENT FAONNE
Q 8163,551, 2000.00 310.62 155.62 L �- 1=�a So- ST.ACCESS RAMP PER RIVERSIDE CO.STD.PLAN NO.403
PHASE II NO. 24066 to ro' to 10 lo' Io'=
Q2 8"53,55, 2050.00 316.39 I59.51 W EXVIE/31/9J NST. 4"THICKCONC.SIDEWALK PER RIVERSIDE CO.STD.PLAN NO.
90'MEDIAN TRANSIr10N s L 60•MEDIAN V 4
a 18000'00" 7.00 21.99 40 10 0 30 120 � � 0. 3 STALL 2"PV.C.SCH.40 CONDUIT W�PULL ROPE FOR FUTURE TRAFFICS L
/0' l0' !O' 10' 10' l0' to' to' f0' `� ?� TRANS/TIO N
O - 33 INSTALL 3"P.VC.SCH.40 CONDUIT W/PULL ROPE FOR FUTURE TRAFFIC SIG
Q 91°45-55" 35.00 55.06 36.10 61 Ci ci Ci ti V V Ci V Lid' 20 5 15 50 OF CALtF� n 60'MEDIAN TRANSITION DETAIL CONST 60'MEOIAN TRANSITION PER DETAIL HEREON -
ti f �ti
06 2°07'68" 1960.00 72.59 36.30 W 1`-' p y�j O m 7 H �t-m(p N.T.S. ��, 3 INSTALL#6 PULLBOX -.�--/ �`•-�"
Q 05"32'41"' 2003.00 19184 96.05 m- N ^ `r to y m m o PREPARED BY:
CITY OF LAKE ELSINORE
+ REVISIONS[ HUNSAKER AND ASSOCIATES INC.
+mn 1ryn� tti m ni Iri ni m m�� PREPARED BY,,
O7 180°00-00" 2.00 5.28 Ai N N N N N N N N_N ReMoveta+v3sett /n�esecaON '� -t-I - 7 Lao THREE HUGHES
Q 08-07'23" 2007.00 284.54 142.51 DOUG ASS ER RCE 2 68 EXP. 1'2-31-93 ',IRVINE. CA. 92718 PHASE .B
Q, 02"to'SO" 1993.00 BI.07 40. - 7777= DATE: 9e 17141 583-1010 STREET IMPROVEMENTS OF
ARK: DIAMOND DRIVE
0 93"13'28" 36.00 56.55 3703 N ro b iu O APPROVED BY, 9TA.I07+75.73 TO STA.I16+54-.7'2 IS
86 46'32" 35.00 53.01 33.08 d d �_ rn m SCALE, 1 40' SEE SHEET 1 CAMPSELL STREET SHEETS
12 1.6630.13•' 4.OD 11.76 30.74 MARK DESCRIPTION BY APPR DATE STA.5+92.62 TO STA.8+01.02
90' MEDIAN TRANSITION DETAIL DESIGNED BY,EO PARNELL DRAWN BY,R.J.GULLEDCE
,a 00"37'24 2007.00 21.83 l0.92 21N.T.S. CHECKED BYI PROJECT MANAGERIDOUGSNVDER DATE, DATE, W.D. FOR, F.B. FILE NO.
IMP. PLAN R.R. CYN.1 ["A"- MISSION)PH2-36610,4453PF, 1228-2 13010 27-Aug-93 02,38 PM/ 1228-2-660
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