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z <br /> ,`.v i r S68tf•'�1 .��"°of ��,,''`/� I REVISED SITE PLAN <br /> 0'0o 4 <br /> 7 <br /> 916 flcation# 40 0 f pp <br /> r'r► ' ( a" "' 1 I <br /> Received By On <br /> 1 <br /> " ' '� MOKELUMNE RIVER '�� ti 1I,�'i PROPOSED <br /> BENCHMARK t f '�' LOCATION } <br /> • rJ � 1 <br /> N <br /> N 1 <br /> W Rode Rd ' SAN JOA UIN COUNTY BENCHMARK No. U-10.2 \ `' �'I;��� i SEPTIC SYSTEM ` <br /> BRASS DISK NW CORNER OF BRIDGE # 1399 \ 1 I <br /> j z J ELEVATION: 49.64 <br /> # 96.3' <br /> /ori <br /> `� LOOD INFORMATION: s,�• = = ' .� =_ " =� 1 1 <br /> '•� f, � F � _�-_ /i- � � � � _� 39.5 �. I <br /> C, <br /> \�3, <br /> z� THE PROPERTY IS LOCATED WITHIN THE 100-YEAR DOD Z01. �6S \�0,, <br /> ~ � � PROFESS! <br /> BASE FLOOD ELEVATION: 38.2 .06, < - - -- '' '%/ r� !a�.s ` ' 1 <br /> � 0 ' � `�'�— = �= � ' h -- � / PROPOSED HOUSE LOCATION 1 1 , o p M. �< <br /> i .. <br /> l FLOOD DESIGNATION: Al2 1 4� \ C� <br /> BUILDING PAD EL: 39.5' � <br /> y FLOOD MAP: 06029901408 \�k _ O E Acampo Rd i f <br /> �� '4 FINISH FLOOR 39.2' MIN <br /> NO. 62009 - <br /> EXP. 9/30/2011i <br /> CA <br /> 1. <br /> i ;i \ \ -�;�_ -may' CONCRETE WALK, <br /> PROJECT a T \ _ ,.� '. �� y �� �,, _ <br /> SITE / ��' .N9'3a 59 _ � I • <br /> i ops <br /> 1 12,I <br /> 3 24—INCH ,_�----3 4�� 39., 3 <br /> CONCRETE POST .z \ E' <br /> Ull <br /> LLJ <br /> CONCRETE PONY <br /> WALL IN WATER 32.1' Icy, 1� e. bi 1 1 <br /> 31 7' LLJ <br /> un <br /> LLI LOCATION OF 1 � , i 1• z E <br /> FLOODWAY BOUNDARY LINE w~� � ` '�i\ I y Q o <br /> PER 0602990004 <br /> I 6, <br /> VICINITY IaAP ;I <br /> NOT TO SCALE I f �/� LAKE RELATED �{� f 1 (n <br /> ;!l i EQUIPMENT TO i, a.o' / �'� (MASONRY ALL <br /> BE REMOVED /� r� :: s.r AND ENTRA CE j <br /> , .,, 12-FOOT ACCESS <br /> EASEMENT TO- _ EL <br /> , /�I I �/5.G• 3r.O°J.1' ~ `'78• �C''. I " TBM ,ACAMPO ROAD I— to m <br /> z W - Ln <br /> N88'5_'00`W - - - - - - - Z_ " <br /> 11533 } 7 r 01 z m <br /> RELOCATEDI U LlJ o <br /> ELECTRICAL(,;' --- <br /> PANEL <br /> Al � '� �° — LAKE RELATED, I <br /> 1 <br /> EQUIPMENT <br /> } <br /> W <br /> rEXISTING LAKE ;/ , 1 � rnC <br /> Ox <br /> 0. <br /> O <br /> L j <br /> I OCATION OFC)U Ln <br /> 100—YEAR BOUNDARY LINE } Q (D <br /> S891 b is tsE, _ I I \�J`� 1 PER 0602990140B I Z <br /> 64'y �� /� -� EXIST. WELL I Q O <br /> LLJ <br /> $6a,30 0• �' ` i i I a%5' f E •r-. N II Z <br /> 00, <br /> OQ F k1 ►P 1 W 1 i !,y, ` y r 1 Q I I <br /> O Ld <br /> a) O <br /> N ^ / rj �♦ 1,1'X11 1 i1 .t1+•`:1% I I j,• 1 1 zi <br /> 12-FOOT ACCESS <br /> Z <br /> EASEMENT TO ACAMPO ROAD <br /> 0 <br /> O • <br /> VNB$ 'VB 00'1N <br /> SEE DETAIL �"'� 11�33' 1'`; „ \ --_ <br /> �� I <br /> I <br /> ,0 0, ► a <br /> LOCATION OF <br /> FLOODWAY BOUNDARY LINE <br /> PER 0602990004V <br /> Iry LOCATION OF <br /> 100-YEAR BOUNDARY LINE ����_�� Design <br /> b ^' - �� / l <br /> PER 06029901406 / l A M C <br /> Check <br /> A M C <br /> r <br /> 660-00 I EXISTING EARTHEN BERM `,_ -� I Date <br /> 10/12/2009 <br /> Scale <br /> t AS SHOWN <br /> o ./V I <br /> Original Drawing Scale <br /> / I o 1 „ <br /> nETAJ I <br /> 1" 40' <br /> 1 Sheet Number <br /> I 1 QVFRAI.t_ SITE PLAN / I Of 1 <br /> 1 <br /> 1' = 200' / 1 Project Five No. <br /> } 06-048 <br />