|
1.020. . , �`;: �fi�°' �: PAD=.00.4 ss'i, '� `� _ V,
<br /> LOT' S .�. ` " `�� TYPE B =100.80 �� r \, 0 t ',l-" i r ,,�`- g__
<br /> ,D=1�01.3 : :, i LOT 14 ' `sa r _3
<br /> TYPE A . \\'\ 0' 02, `' . .,tt` c3Q�' '\ 'it PAD=1 Q0.1 `�{ g6i s l \, ( '� EX. POND F
<br /> TYPE
<br /> TOB=98.0
<br /> `it .� -yt, ` '� ', 1 .' •�\ '`, 1 �1 OOYRDNW=97.$
<br /> F =102 10 `,,'�� -� < 4°. • g°�� ss. -_l }', 1 125YRDHW=96.
<br /> LOT 6 .. • , +� , - ,. -
<br /> 0=101.4 \\.. DLW=.93..40 , [YFIGH80RHbOD_
<br /> TYPE. A. ��` - �°� `'� y,1 ,� ti r� ''�F=100.70 1'.1 '.� N W�93.0 I. PAD GRAD
<br /> ` LOT 13
<br /> o so.:. ` �� o�• � ' �°c 9*3 L0 P'AD=100:0 1E,avitVc tt
<br /> �^+� °� ` � g 6�. HYPE B -v,
<br /> FF�10z, $ gg- g ` z` ;k� 9a� 1 °� 1, l '----gig CONTRACT(
<br /> 101.0 `Lu I ... g -I` �� ,,'t e ` '1 ENGINEER
<br /> .PAD`-10-1-h. °� ,.\ "�gl �, it a�\t\ Qo � g t 2. PAD ELEV
<br /> p TYPE* A. \, ° a� 6g f pg
<br /> � BUILDING.
<br /> 3. LOTS REG
<br /> r I '` PER FHA
<br /> � �a ! 6' I 7`-,-. O ��� SIMILAR Ti
<br /> 100.8 t L:41: a. ��` \;. o'`` 9 .i5 9`r ' 2 ', I.- I I �g��`, g5 774E ABSEI
<br /> `. PAD= �511 12 gg 05 �o�' '\ 9� ,' PF= Ob.90
<br /> yA., t\ � •'�,07 12 , ��y j I jj 4. FOR ALL
<br /> PQ--1 00'.2 .' I BEYOND T
<br /> A
<br /> .. ¢ .WZ':. 'i 1
<br /> ,5 TYKE, B 0� it j j,+y j ) ° g�ti .-- 774E APPR
<br /> ` ` I f
<br /> E =10�.70 5. SIDE SW/
<br /> ,�• .6.Oi1 18 = CONSTRUt
<br /> \ jt °c :, PAO'4 101.-0 t -' SHALL GR
<br /> \ ti.. 1 � : t1 Og TY�� A t�, 0. ``` �'. //./. -___ _ _ _. BELOW R
<br /> FF=161 4
<br /> f \ X10 .4s• •'�, 7
<br /> t_ sl 0 5�`. ,, g L(3T 'f�� ,� `i� •L2 L.�._ � `•i 6. FOR TYP
<br /> �*F=1 t� ► ,�°'�, PA 0.7 g� it �t� - i .--�- -� - LOTS, ALL
<br /> �; .` `, 6' , `�° ' ��° L0 10 r t VE A `;�- '. �g�'' _'g� . [ _ '�� _ .� •�-�
<br /> o PAD 100.
<br /> ,`°�\ \ �� \. ` ,t TYPE A ``. -----------
<br /> }g�o5 _ - 11 g1 LOOTS, TMALII
<br /> .`; . . �` .:.\ .•,t\ `. � �,. O� --�' "'`s-��•B- 8. FOR TYP
<br /> IOQ6-'\ T O i `� '_ ° ga ( ``-�- ---- BUILDER
<br /> k /L ,�. O `' 1 6 ^11 t �g� O `o,°' �� �'g �� 9 ? TO THE I
<br /> 2 'i`lr JN t q, ENGINEEF
<br /> \. \.�\. .\ . . g5' �`3.. 'S• �'S• `1,• 0 00' ` O• g. ' if .,��`'+ _ g __- '�'i3�. O
<br /> '.. 1 �10 \ 1 - _
<br /> ` 3'' ' ' N g�5 9. MINIMUM
<br /> ---
<br /> \,. �. -- ; ; lay: Y` _ _
<br /> `;Y\ \ \.;' `' 1 `' 1 "•`� '! ){1 oz' °} Xss.y� < 10. UTILITIES
<br /> {
<br /> ; �. b .. ° . y°�• O ; ti ' -�� # ' IgI& a 77IE BAST
<br /> • -I''l C :.f•.� i.. t -}�•-1-- �►'� � e`.
<br /> l �o
<br /> t t 1 '
<br /> 32
<br /> 0.
<br /> "'t `'
<br /> .. .PROJECT IS' L.t3CATED• IN FLOOD - ZONE A, -AE & X ACCORDING TO FEMA = ELEVATIONS BASED 01
<br /> `� ' '� : : : :. F;1:R:'MI-. CCMMUtVITY PANEL NOt:, .12101C 02$8F & 92101C 0289E DATED 0912612094 (NAVD88), CONVERS
<br />
|