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AR �---= 1N0t�D AND TU �:0 •EN(: �E►N F cON c° wn���'VL�N�.D_. P�.��(�L_� 1�_� CUL � � ��- s c C
C: T11 ' � KIEV NCE O=F
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PROPU14 LINE
.01RECTLY—ON TY.- �A Yc'
OF [�OCJ�J M I N D Ri 8 A I r,"C ONC 6 0 t- T URNE 0
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71,�'�\ff,LY�. S LOADING Os WA Lt.�o y �f 1 �;� o�: way , �� �T a j
UOxS, 300u Nsl �t� M��x /�C �
COW ,�"C✓JNC ,COVE R �
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Ty P c N
PROPOSe
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P LOT PLAN
I �A—SS CoNT « 30o � P C3/,St. I
�I oivt Go E -�, ff -7, E ,' BASE , �;,x 1 X _ TjU�u� .__.( C C l I f � r JUt_1 T" RCYA ONC. S CC_ STAR7 t� �� s sc
FROM Bcc rrom c) f OED
V0 P'J'rorl OF
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• 6or►om or Pick . ;.
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OVER ,
4!
51NGLE 5TORY RESIDENCE
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r C3RICK 0R1Vrw/1`l
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Soil Stateri><ent:
I The soils observe) at this site are oolite .`
i
(cap rock) and is capable of Y
supporting a bearing value of 2000 psf,
"pon which this design was based,once a MAX A,5,- WI?Ottwr Azov &,'rG f
i construction has commenced, a verification
- will be issued by this engineer attesting i
to this bearing value.
1 ` PA I
D_)o ffA, W_ f .-W P '`ORD Pa, -----. h w
X('Vla CC'V/z.
structural Engineers and Planners PE-2480.E
7975.Srirrsel Uri►v �
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AND C
W
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