HomeMy WebLinkAbout19930 COLLIER AVE_ 98-444 19930 COLLIER AVE 98-444 1 OF 1
`'QNSTRLu TION NOTES: QUANTITY ' A.
CONSTRUCT S'CONCRETE CURB PER RV,CO.STO•NO.IKN It470 LP, %
CONSTRUCT S•CONORETE CUM AND OUTEER PER RN.CO•STD.NO.NL ICON LF. ><
CONSTRUCT .'CONCRETE$WALKPARDETAILSHOWNHEREON. IDS LF. N w' ,
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PLACE 4'AO PAVING OVER S•AGO.SABA 44t800 SOAR. 1'
COEMIRUCTACCEWRAMP KROSTAIL ON PRAE L BEACH
/ CONSTRUCT W X SS'CONCRETE FUELRNG PAD 10 to
CONSTRUCT 4W X W CONORER DECK OVER FUEL STORAGE TANKS
CONSTRUCT CURB INLET CATCH SAWN PER RIV.CO.BID.110.S00 L LACH I M
CONSTRUCT V X 4 X S'DEEP OROP INLET WASTElL ORATE PER DETAIL SHOWN HEREON. TEACH By
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F.S.-FlNKiMSURFACE •,p \ \ \ \ \\�,\ \� \\ \�_` / �� �� - v / :,.Revised--
\ \ \ \ — r y— _ C17Y Of LAY.0 FtSL^SORE �THIS��NUMUR COMPANY
F.O.•FINISH GRADE \ \ _ �—— / / i 1, \ —— — —
F.L-FLOW LINE \ \ \ \ \ \\ �` r / I \ _ ALL INSPECTIO REQUESTS
N.O.-NATURAL GRADE \: \ \ \ \ 77OUILDIt•K
.ELEV.-ELEVATION
F.W.-TOP OF WALL \ \ \ \ \ \ _ _ •
T.F.-TOPOF FOOTING \ \ \ \\ \ \ \ `\\��` // / - \ — - '1!
F.F.:FINISH FLOOR m \ \ \ \ \ \ - / \. 1 _--- KM a
M.P.•HIGHPOINT \ \\ `\` `� • '��i/� \ \ I 6 ` 1 I _ 0� // '�.: !� •
RBV•RKf1ITOFWAY \ \ \,`\\��` �'�- '•= � s \
T.C.•TOPOFCURB `� 1- T-
O O DAYLKPIT LINE �(/vJ• \, \ j _ ,� -
®RETAINING WALL \ -�� _- -'---__ -
�.�SCREEN WALL - �'+r. ",.L-- 1 •- 1 - - - 74 .
—{ )—EXIST.CONTOUR \ �- \ '�-� ,( I � -�4 �- - - - _ r
—1- NEW CONTOUR / •�
EXIST.ELEVATION __ GRAPHIC SCALE
NEWELEVATION \ V\ __y N A ��
EDGE OF A.C.PAVEMENT �♦� / \ \ \\\J 7 '- \ \ �� _ - - ��� _--`� _ MI
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FLOWDIR
---_ROPERTYE HEN \ \\. ♦ t _ `--� - \\ \\\ - _~ _ `r-_ _r • -------------72
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THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES
'HOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. 1 \ y AI - /
E%ISTING CONCRETE SWAL
THE LOCATIONS ARE APPROZBAATE AND B RALL BE CONFIRMED IN THE FIELD BY THE \ 4 �••� I, ,y p�pORsq� / 1
RE 0 6 r
CONTRACTOR,SO THAT ANY NECEEISARY ADJUSTMENT CAN BE MADE IN ALIGNMENT
' ANDAR GRADE OF THE PROPOSED IMPROVEMENT.TNF CONTRACTOR M RlOUNIlD TO \ \ `!*A1 ° yy `OOp� p.y�� 43 6 NQIEE RETAINING WALLS CONSTRUCTED UNDER SEPARATE PERMIT .
TAKE DUE PRECAUTIONARY MEASURE TO PROTECT ANY UTILITY LINES SHOWN AND ANY \ �P1 G a W~ \ z 1 1
OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. \ AI RCP 1 to
8I W• ' '.' PREPARED UNDER THE SUPERVISION OF
\ L wll E a 'THESE RX4 HAVE KrN REVI :O FOR COMPUAM WITH GEORGE RAC PREPARED BY: UTILITY PLAN
ACTUAL THICKNESS OF SASE MATERIAL TO BE DETERMINED BY SOIL TEST AND n I I F /` +. THE APPROPNATE 00110,1011I OF OLVE►OMNT AND/OR CITY
�'+'�,4 AND STATE UWs,ANOA PERMIT CAN SE I5SIX WESTERN ENGINEERING TENTATIVE PARCEL MAP 28524
RECOMMENDED BY THE SOILB ENGIINEER.R•VALUES,BANG EQUIVALENTS AND I I �;', - z, SUBDIVISION OF PARCEL 3, P.M. 176/82-86
B7gLN:TURAL S GIN OF 8TRlGTS BRALL BE SUBMITTED i0 THE CITY OF CORONA FOR LI:L 11092 EWES 12/2000 1403 N.BATAVIA ST., SUITE 110
APPROVAL UPON COMPLETION OF ROUGH GRADING, I�in i? ORAWN DESIGNED OGCKED ORANGE, CAUFORNIA 92b67
CARE SHOULD BETAKEN TO PREVEI T GRADED DITCHES AND BWALES FROM j,h — (714)771-7908
UNOCRMININOBTREETUMPROYEMEI -9.UPON INSPECTION OF THE SITES,THE CITY I!+ --- CITY OF LAKE ELSINORE SHEET 1 OF
ENGINEER MAY REQUIRE TEMPORARI TUNITE BWALES,ENTERING OR LEAVING RAY O'DONNELL RCEN 26603 SCALE.1'. 20' DATE:S/I 5/97
IMPROVEMENTS.
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