HomeMy WebLinkAboutLake Street Alignment Signed Mylars LAIrCE STREET ALIGNMENT STUDY
UL TIMA TE CONDITION
ALBERHILL IOLLAGES
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APPROVAL OF THESE PLANS HAS BEEN REIOEWED FOR COMPLIANCE PREPARED BY LAKE STREET
LLL�JJ� C17Y DESIGN GUIDELINES FOR HORIZONTAL AND VER77CAL ALIGNMENT
UND ACCEPTABLE
ULTIMATE CONDITION
AND HAKE BEEN FO
ALIGNMENT STUDY
JLV 0 30o' 600' 900' i f-.,.-- „IWIA Z�_�� SHEET 1 OF B
SCALE/N FEET ROY TEPHENSON RCE No. 20354 DATE KENNETH W. CRA RD, OATS ���EA/O/NEERB
LAND DEVELOPMENT ENGINEER R.C.E No. 25928
CITY OF LAKE ELSINORE � ` .�� •m+-+ +b
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ALBERHILL VILLAGES o
SPECIFIC PLAN O
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55 MPH DESIGN SPEED
- RAD/US=4000 FEET iv
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EGEXISTING PAVEMENT AS OF 240TH C OF 0 h
ALBERHILL RANCH Q
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3
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CURVE 2 a
URBAN ARTER/AG
55 MPH DESIGN SPEED % g
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O M CROWNED ROADGYAY M Q
ALBERHILL VILLAGES
SPECIFIC PLAN co M s- =
p �+� W
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LEGEND.•
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EXISTING PAVEMENT AS OF 240TH C OF O k
_
ALBERHILL RANCH -
ALBERHILL RANCH
Q TRACT 28214-2 w * o
TRq�T�Lc 4 V,
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100" O 100" 200" 300'
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�^ SCALE/N FEET h
h
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CURVE 3 �9' .�► e
EX/STING URBAN ARTERIAL i
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29 SUPERELEI/ATED ROADWAY
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LEGEND.- a
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r) 77� ,,: _ - bu - 6 _ EXISTING PAI EMENT AS OF 240TH C OF O
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73t00 74*00 75*00 76*00 77*00 78*00 79*00 80*00 81*00 82*00 83f00 84*00 85400 86f00 87*00 88*00 89*00 90f00 91*00 92*00 93*00 94*00 N
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\ _ EXISTING PAVfY 1VT AS OF 240TH C OF O ry
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100' 0 700' 200' 300' S
SCALE/N FEET
1i
ALBERHILL VILLAGES
SPECIFIC PLAN
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EXISTING URBAN ARTER/A
Q CONSTRUCTED /N 2009 L
Q 55 MPH DESIGN SPEED
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% RADIUS-1750 FEET
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ALBERHILL VILLAGES O
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CURVE 4 SPECIFIC PLAN n O
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55 MPH DESIGN SPEED 1oa zoo 3
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INERT= >=20' + S R
118*00 119*00 120*00 121*00 122*00 123t00 124f00 125*00 126*00 127+00 128*00 129f00 13Of00 131t00 132*00 133h00 134f00 135+00 136t010 137t00 138t00 139*00 140*00 141+00 142+00 143t00 144*00 145+00 N
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ILBERHILL VI TES, L C`AIVYON
;
/ SPECIFI PNGES i RD
CURVE 6
BAN ARTER/AL l I �, cA J tf
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55 MPH DES/ON SPEED INC. '
m RAD/US=1850 FEET —� a '9 AC LV
rn CROWNED ROADWAY mo LO
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LEGEND. g
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EX/ST/NG PAVEMENT AS OF 240TH C OF O Q
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PROPOSED PAVEMENT — 4647H W
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ULTIMATE COND/77ON
� ALIGNMENT S7UDY
SHEEP 7 OF 8 p
464TH NB OFF-RAMP IMPROVEMENTS
SCALE' 1=200' n
I
PROPOSED
PROPOSED LAKE STREET PROPOSED
R/W CL R/W ALBERHILL RANCH
120' VrTM 28214
60' 60'
12 48 48 12' EX/SANG GROUND i / PROPOSED
i PROPOSED LAKE STREET PROPOSED
ALBERHILL VILLAGES R/W CL R/W
SPECIFIC PLAN I I - VARIES
- VAR/ES 62'
I W VAR/ES W I i
12' VAR/ES 50' 12'
S I 4 rO.t14'
i
S m1j ljl ! 11111
-----_ _ —
I VAR/ I
I I 4 70 f26 I COUNTY OF RIVERS/DE
�X/STNG GROUND SECT/ON A A — 6 LANES ALBERHILL VILLAGES t ltl �
SPECIFC PLAN
SCALE.• ---------- ''.
/ ------ -------------
-- --- ------------—————
_ _
EX/SING GROUND
EX/SANG GROUND——— ------- SECT/ON E—E 6 LANES
LAKE STREET SCALE 1
PROPOSEDPROPOSED PROPOSED EX1Sr. EXIST.
R/W CL R/W R/W R/W
1PO' EXISTNG
60' 60' LAKE STREET
72" 48' 4B' 12' VARIES
I I
ALBERHILL VILLAGES I I I 1
----------
SPEC/f7C PLAN
W VAR/ES W\ I = I I ALBERHILL RIDGE
\ ,----F---- ------- 4'TO f14 I I I V77M J5001
ml j ljlj —t—It lm
-
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EXISANG GROUND /'J(
EXISTING GROUND J PROPOSED N
SECT/ON B—B — 6 LANES LAKE STREET o
CL
SCALE 1=20' _._. BB 10
44'
U
WERSTA7E 15 8'
�-- INTERSTATE 15
FREEWAY FREEWAY
N
---------- ------ -------- ---- y
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PROPOSED EXISTING GROUND \ 4
5
EX/SING
PROPOSED LAKEPROPOSED
GROUND a
STREET
PRR CL PRE SED RETAINING WALL j RETAINING WALL
VARIES EXIST. £X/SANG EXIST. 6'MAX. H17GHT - - --- 6'MAX. HEIGHT
VAR/ES 62' R/W LAKE STREET R/W
12' VAR/ES 50' 12,,
SECT/ON F—f — 5 LANES
ALBERHILL VILLAGES I ( SCALE 1"-20'
COUNTY OF RIVERS/DE y
SPEC/F70 PLAN 1 W VARIES W I
S 4 TO t25 I I
———————— a m l j j l j t l t I t l m
---- ---- - ----------------
EX/STNO GROUND EX15rING GROUND �n
SECT/ON C—C — 6 LANES
0
SCALE.' 1"=20' V
h
0
N
J
h
PROPOSED
PROPOSED L4kE STREET PROPOSED EXISTW
~
RIW
140' I =
78' 62'
Q
12' 66' 50'
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h
ALBERHILL VILLAGES I VARIES I I COUNTY OF RIVERSIDE 0
SPECIFIC PLAN I I 4 TO t26
W
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----------- —————— ------------------- ----- --
EX/STNG GROuNo LAKE STREET
SECT/ON D—D — 9 LANES EX/SING GROUND MV7MA7Z- COND/noN
SCALE >=20' ALIGNMENT STUDY o
SHEET 8 OF 8 p
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