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484019 4,9400 ,50400 51 <00 .59-f00 5J-AOO 54400 55*00 56*00 .57¢®O 5$<p!J
LEGEND CURIE& LINE DATA
/ EASEMENT DED/GATED TO CITY OF NO. BEARING/DELTA RADIUS LENGTH TANGENT
NEW A.C./A.B. SEC770N 29'4144" 1750.00' 907.00' 463.93'
LAKE ELSINORE FOR SLOPE ,- /. A
° MAINTENANCE PURPOSES PER CFO M PER TRACT 28274 ROUGH GRAD/NG PLAN N
S4WCUT AND REMOVE % INSTRUMENT NO. \o C.F.O. N/CHOLS ROAD PHASE 2 ', 29'4144" 170200' 882.12' 451.21'
EXIST. AC PAVEMENT 18'3950" f757.00' S72.33' 28873'
COLD PLANE/ O 1 ---- 61M)IM" OT�} f���Jrr. _- 05'4230" 1743.0, 17.J8'3. 22.5685. '
rXXOVERLAY -- .—t _ - _ _- - 2575 49" 00.00 44.38
FOSS;517 IN PER NICHOLS RQ10 ��� 153'1144" 2.00' 5.35'
-`` 1 22.56'
180 00 00" 2.00' 5..28' 8.39' ^
f -_ PROPOSED-STORM DRAIN PER N/CHOLS ROAD / �_
X ----- CFD--STORM DRAIN PLANS - - Z 06'32'13" 1753..00' 200.00' f00.11
924 FUT.- COTA TRACT BOUNDARY
> " RAV/TY . . Z m / 09'0707" 255.00' 40.58' 20.33'
POSED 2 G ^
° - ------- SEWER-PER 28214 Or7 SITE 5.43 n
PLA 3'TAGP--�
V 0 1 1311 0 340W l7EB/CATED PER }32 , m - -
-� SEWER AND WATER PLANS INSTRUMENT�- _ __ , _ — _ � 88'45'19" 40.59'
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PROP. R/W DATED m NOS'»47"W 430.00' 39.00' 19.51'
08'12'17" 174T..00' 249.60' 125.Of'
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33s. 6 S9 1329.02 69 1328' �- l V 1 CONSTRUCTION NOTE
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_ I 1332.05 r� 1329.34 C - -__ - ' := 8 PER
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-._ EXIST. PAVEMENT 9 1 PROP. 48" W tam _ -
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PROP. 16 W ..�- -133i13 ^{ - ONLY TYPED COUNTY OF R/VERB/DE\ } 01 COUNTY OF R/VERB/DE STANDARD NO 201
EX. CURB& GLITTER - ` CONSTRUCT 8"CURBU� ° `b - CONSSTAM RU P. 2 M D D K P UNTY OF
L= ,8 "� R/VERDE S7DC N0. 404.SDEN'ALK W/D7H MOD/FED TO 6:\ - .- :-- PROPOSED 48"W,4T1-R LAVE (Z;1434) ITL}CT BOUNOAR� -
\\ PER ALBERH/LL TRANSMISSION PIPELINE S4WCUT&REMOVE EX/S77NG PAVEMENT.
R 821 WATER PROP R/W PLANS -O� h
LINE PER 28214 OFFS/TE R/W DEDICATED PER --C��
3`EWER AND WATER PLANS INSTRUMENT --------,
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'`_UTURE
40' 0 40' 80' 120' sEE rRAcr 2e2T4ERfi'q 00774
9 STREET/MpRO}�EMEQOgD N/CHOZ ROAD
SCALE/N FEET
BENCHMARK Underground Service Alert MARK DATE REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR SEA UNAUTHORIZED CHANGES: r h
FRW THE 1N7ER5EC770N OF COMPLIANCE W17H THE APPROPRIATE-CON9/77ONS QROF ES$/0 CITY O r LAKE E LS I N O R E SHEET ti
LAKE-'NaW DRAT AND DRYOEN OF DEVELOPMENT AND OR CITY AND STATE �� C• T CAURON- 7NE ENCrNEER PREPAR1W 7HE•SE'PLAMS WILL NOT BE G
Call: TOLL FREE / ����� q� ENGINEERS RESPONSYME OR LL4BLE FOR UNAC/TNOR/ZED CHANDES 70 7HESE
STREET 40 FEET SOUTHE457ZWLY LAWS AND APERM/T CAN BE ISSUED. y 2C CIVIL ENGINEERS"PLANNERS"SURVEYORS �'�' �C/f4NGES 70 MESE ALMS MUST BE APPROVED BY TR,4CT 28214 STREET'/MPROIiEMENT PLAN
ALONG UKfS//O/7E AND 40 FEET Z -GO.-AVENUE,SURE 1. -NA,CA.S2S81-33J0"S51-1 -313 PREPARER OF THESE PLANS AND 7NE C17y ETC/NEER. 5 Q
NDR7HEAs7mr 7o 7HE CHLSELED 1-800 w NG.sazs3 m C.F.D. N/CHOLS ROAD P/�G4SE 2
Sl"RE'1N THE 70P OF CURB g� ,y Exp.6/30/09 � P VDER 7H SUPERVIS/ON OF.• OF 14
AT BCR 227-2600 f�+•7jc q� DATE'p�' p— '* * I O)/Z4fe$ SCALE I'= 40• STAGE 2 SHEETS yam.
�HMARK Aro C-95-JJ TWO WORKING DAYS BEFORE YOU DIG �TY EN SE AL R, CITY OF LAKE 15 EXRE 6/30/09 4A141-' `FpR�\ RMIKE.C.E.C.
TAING 3 EXP. DATE-o613D109 DATE 08�26�07 STA. 48*00.00 TO STA. 57*0700 FILE No.
ETEY. = 1J56.45 M5Z(1929 D97UMJ DESIGNED BY: KM DRAWN BY: KM MCT CHECKED BY: MCT