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<br />- 6 SCALE IN FEET
<br />` - - --- - 923. ` \\ \� /\ �( \\C ✓/ /) I I
<br />1 i--- --- - 924- 0 86% �'/ / / / /� J `\ ♦��j \ -7.1`�,
<br />1 j 0.73% - - / �'/ / �i // j / 'B 5/ / \ ♦` 923.7
<br />- E& DRIB N. (DRIVE H) - / / T / 0' / / 7 \ \ \ �9 � �, 2 \ \ r // ' \ \ \ \\ \�
<br />LEGEND
<br />I I Irn I 1 , 1 12Ar8 �---------------------------
<br />1 V 1 I I• I E --' ,/ / / /B YM � -LT. POLE T
<br />i i _� L EXISTING STREET LIGHT
<br />1 I I 21 i i T0� 925.6 ----- / / / / <� /\�• \ ,� \ \\ \ \� \ \ \ \ s
<br />r--BfiK�-g25rt1-- ------ \\ "I,% \ \\ 2
<br />/ \ \ \ _ �\ \ \ s N----- - EXISTING STORM TILE
<br />- - - -925- '`fQP / / ✓// \ 28 0 0`�' \ `\ \ �d 923.3 \ \\ \{y�T, IN �DE`R \\9\ \\
<br />I ` / B`f •0 �/ - _ s 9� \ \ \ /\ \�\ \ ,q �B \ \------------------ EXISTING LOT LINE
<br />TOP � - - -926- - - - - - - � �/ \�l-/ / / /�C`-' / � • s �� \ \ . \ r�•C� \ / \ �\\\\\ \\
<br />X 1 /Y ,� I \ / STM- 4L - - - -927- - - y / T �5' // \ s \ is \s . \ \ \ / \ \� \� \ \\ - - DELINEATED WETLANDS
<br />-928- - - - - - - - _ « �/
<br />I� I I ILII 22 ii 1 / it � i1 \\\ \j \ \ \\\ \\� (��' a►- - 9245 _ _ - - - - � � 1 \ _ � / / ° \\� \ � \ .X`. \ WX-
<br />I r _ - / h \\ \ \ o \ \ \ 22. 6� . \ \\ I �� �` \ \ \\ \ Existing Contours
<br />\ \ \ \ Proposed contours
<br />1 I \ �' \ I - _ =�F-� \ \\ v \ \\\ \\ 898 p
<br />B -TM -9'z -------/ ,� / ��- 1 \ ?j,,, \\ \� \6\ �♦ \�\ \\�� \�/
<br />A26.0 �� I / / \ i; \��\\ \ \ \\\\ \4,° \ Vii\ / \<� \ \ \ \ \ \ \ x 900.0 Existing Sot Elevations
<br />�\ �v / ' \ i � 11 � \\ \ \ \ \ � \ �1• �- --_ - - T�UT "�i-r � / \�/�^\ / � g p
<br />_ \ 975.5
<br />-------- 922. ` �' \ '\ \ -l1 piN
<br />, \ \ ,2., J ► ► cb Proposed Spot Elevation
<br />�= sea - ---I// \ s \ \ \92\\\\\\ \ �� / O \\ \ \\\ \w \ �i ��/// / Silt fence
<br />23.2 - Q9r /\ 3 \ \ \ \ �8 \ \ \ \ \ \� - .♦ \ � � � � \ o � ' \��\ � t ` \ \\\\ \s2g /////
<br />Retaining Wall
<br />923 \+ 4.2%
<br />C I,- Drainage Slope
<br />\ �\St2\ \\\ \�\ \ \ \ 921.8 .\`\ \ \ / / / P
<br />\ I r' \ \ ./ Q / �� Proposed Storm Sewer
<br />\v \ \ \ ?6' \\♦` �'lj� 924.4 �'9? \ \)•fib // 9 ° \ \ \x \ 0 \ Existing Storm Sewer
<br />Drainage Direction
<br />921.3/i r
<br />\. 1f \ I \ \•)c \ ,g \ / poop
<br />\ \ Ro \` op♦`. �f�y, / ' \ / \ \\ \ \ \ \ \ �► /, PROPOSED BIO -ROLL
<br />II 1 \\\�� \ 4 I \ , �\ \ 8A , \ 28\ \ > \\ \ 6?2 / \/ \ O ♦` c" 924�R\ \ . \ \ .S \ \
<br />I\ \ \ \\ IA B 9
<br />h II1 ! IIII \ \\ 1\ \\\ �\\\��\�\\ �\,�\\� \ ° \\ /'�♦�89 �'A\ Q >`\> 9 \�\�\ \ .ti�\ \\�/\ � \\\ \_\ \J
<br />/ ///� \\\ \\ / �` _h°� \\s X292\� \\\ �\\ �\� \�♦��9 �.o\\\\\ \ \� A 'c9 (�\\\ \`�\\\ \2 \\\\ \\�\\\9�°\ \ \a
<br />ROCK CONSTRUCTION ENTRANCE9(4 SHOWN)920. INLET PROTECTION (WIMCO)\20.8
<br />IIN
<br />10 923. 6 21 SHOWN0! \ 60 Z
<br />922.\
<br />\ DENOTES: UNIT SHALL BE BUILT
<br />0 ♦ o / �/ \ \ \ \ \� \ \\ ♦, �y ti o \ . \ \ '\ \� �\ / //j \ , \g 920.72 o, USING A CONCRETE POURED
<br />� I `�oP19\26. \ `\ \\ / � ♦♦ `\ _ \\ 9 _ `.� S2 \\\`/' \ \ \\\ \° \ s 23 2 ~ \�\ , \ \� 1
<br />TM3 O �\ \\'1"9 \ \ \ �� \ \ R 8c 623.7 \ �\ \�\O \ _ �r o , WALL/RETAINING WALL DESIGN
<br />II p\ \\ ', \ I />/ ♦ 921.97 \� .\ \ "i9\ \ s \ \ , y/ ♦ O
<br />it III III\ \ \ ,\// / \ \ ♦ \.\ \ \ / ? \ \ �� \ \ �\ \\ \ \ \ \�/ \ \ / \ 4 `` \ \\ / -' \ 4 A
<br />I ► ; ► TObI I 7 \ 2/ / , 2 ,o ♦ \ O ► S ° \ ``Y'
<br />II �JIBT\\ \26\ ��♦� 921.6 A \ \sem\1� \ J .\ \,l\� I;� ��� \. ♦ _
<br />I II;I°I I 1 'NI I IIIIIIII I I \\ • ♦ \\\� ' \ \ 2 \ \ \ �\ o \o\ . ! �` M23y� .\ ��,� \ ♦ O 000 ` - _ -;So\�\%- `- r - -, I o =- - _- __ - _ �-_o./:-/ J /// / _ �J_ \_ , \ 1 DaDE 23� i��"`Q� 2°1 y�' - 9�°`�3" �4_ �`-y'.1-2'6%
<br />MH- 219P o,`/`LW- \/ I(I/�///�/ /�•ce'
<br />e"':
<br />TYPICAL LOT
<br />A
<br />sBUILDING DIMENSION`9\Is,
<br />\�\ \ \ - 74-4\
<br />00 ca �PROPOSED BUILDING 40921.57 (ALL UNITS SLAB ON GRADE) \ 27 5 5w
<br />LOT LINE
<br />r' I I III / 21g0 PROPOSED SLAB ELEVATION
<br />--
<br />LOT
<br />I I i I� I TOP 92 . - _ \\ �\ `.929 S\ _ - / A cB _ / / \\\' ;. 925.9
<br />\ R
<br />O I I I 11 BTM`927 21 5\ \\ \\\ \ \ �� \ 28 I o♦ X921 81 ` �� , ��a / / 38F �' - / // / \ \ \\ \\\ <<. \� Ln In LOT NUMBER
<br />I e � s 2 \ -. PROPOSED GARAGE
<br />\ \� \\ °.`�. // :/ ' . �♦ MN 238c� ! 12 6% RIVE- 192`�� - _ _\\''- F31
<br />9/6'�{�M 923.0 \ �\ 92 �� / / ' 1 - _ /
<br />/ ' pg MH{38D 0� TIprT D _� 54 s-� �Ir \ \�\ `<^.'� `:;t^ SETBACK LINE
<br />II I I \` `� \1,j : / \ �� \__ \\ cL22. g��. �EDUCA -��` (� /-` \ ♦ // \\ \ \ �\\;-;<�,-�} - 40 ------
<br />/ \ \ \ *+,, 25 FROM SIDEWALK OR r
<br />II 114�T� \ \\� OURED \ ,\ / / R \ ♦♦ \92?� _ - - ' �' �� \\ / i /� \, / \ \\ \k\' ;<`: k CURB 2 Lots 20-22) T TO
<br />\ \ ,,�\ \\ FCU}•�° \21� \ ♦ - ---------" - -2' \ 1. I �� 1\ 1 1 11 // I \\\\\\\'�*, \ (2 I N
<br />LL/RET. Wla► \ \\ ♦i // \��\ ` •�� - __ 9 32► \ I 3I 1 .1, 1 1 11 \ \\ \ \\X '-:i:;" = s1i
<br />\\\\ \ \\ EE
<br />4V*
<br />'%NI J \ 1 19? I 22 s2 . O \\ \\\ \\
<br />ITS 23-31 \ �� .� \ B \ �° \ � �// ,__ - =/� \cn�� � N o \
<br />-925-- \\\\\ \ \\\ TOP 924.5 \ �l�q�/C \��♦ \ l�� �� :\ `� �`30 o _ /�'/ /----- \� 11 I I IN( 111 1 ��1 ' I� 1 1 1 11 \ \\ \ \ \\\'`��:• \ ;-
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<br />/-\ ��\\ \ \\\ \ \\\cy \ �. \ .� \ .< 0 1 31/J I \\ o � 3/6 II \ \ \\ \ \ \\\
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<br />���' \ \ I BTM 920.0 1 \�� N - I \ \ 1 1 \ I► \ \ \
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<br />\ \ � A J/ I �I I 1 \ 3 1 �� •�s � `PII\\
<br />'�, , // / I IIII � ;� �-
<br />/ 9i� HWL 920.20 ♦ \ / / I \�\ I � \\\cNr1-
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