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DRAWN BY DESIGN BY
<br /> A.G- C.W-P.
<br /> 81 I e CHCKD BY. PROJ.NO.
<br /> C.W.P. 12-1366
<br /> ORIGINAL DATE:
<br /> JUNE 1,2012
<br /> I ��,
<br /> Know what's below.
<br /> ICall before you dig.
<br /> C=.XI511NC BUILDING
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<br /> 5'-WIDE SODDED 01fRFLOW c 2-STORY BUILDING _ ;^ �� m °a °
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<br /> W o 1 °E'"°'x°° N FOOTPRINT AREA - 22,$27 SO. FT.E = a 25 „4 4�\,4.\? I ,� l I ww=al3 e+ V
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<br /> 1 �} PROPOSED ADDITION APPROXIMATE HEIGHT ABOVE GRADE = 25' ��a + {� ! �% f/j�� N�
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<br /> 1„ EXTEND COSTING SANITARY I I!�J'i,Y.lr ^ I9C•v •�'`��—I —�'� }. w m P
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<br /> _ a, SEDER AND WAWA SERNCF �.� Q. e9 INTO PROPOD AOOn10N3
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<br /> —r' j .- t. -� -�- s PREPARED FOR:
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<br /> p , ARCHITECTURAL
<br /> ECTURAL
<br /> OSA
<br /> '• �O e- A- I b / -'I— -914- - - - ---- '-- "I I GROUP
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<br /> I RDAD 1 BITUMINOUS / v 1-ats �, 4 1 iii...........4 ACCESS I ' E�hNG
<br /> V
<br /> / -- - - / IV ANT SITE PLANNING
<br /> i 0., . 91�--__-.90 N_I *i ,,,!
<br /> SENGINEERING
<br /> PLOWS
<br /> ,- � ENGINEERING,INC.
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<br /> ® - I I ('1 O /1 LAKE DRIVE
<br /> t t` I ��Q A SUITE 110
<br /> LINO LAKES,MN 55014
<br /> f_XISTING BUILDING EXISTING BUILDING I I PHONE:(651)361A210
<br /> - I I FAX(651)361-6701
<br /> I I I PROVIDE INLET SEDIMENT CONTROL FOR ALL I I STORM SEWER INLETS WITHIN 24 HOURS OF I I I (
<br /> NORTH
<br /> STRUCTURE INSTALLATION. PROVIDE ALSO FOR
<br /> I I EXISTING STORM SEWER INLETS THAT WALL
<br /> RECEIVE RUN-OFF DURING SITE CONSTRUCTION. //��LEAVE IN-PLACE UNTIL SITE HAS BEEN /\ I I ,
<br /> STABILIZED(TYP) \
<br /> 0 10 20
<br /> 11
<br /> 1 INCH=20 FEET
<br /> GRADING, DRAINAGE&EROSION CONTROL PLAN C2
<br />
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