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BUILDING SIDE ELEVATIONS <br />FB -LO SB -WO <br />(FULL BASEMENT- --------(SHALLOW BASEMENT - <br />LOOKOUT BASEMENT) I VFr WALKOUT)------- <br />Gp�p TOP OF FINISH FLOOR i GF' TOP OF <br />L FOUNDATION R FOUNDATION <br />3.5' AND FINISH FLOOR —~ Gp <br />0.5' 9' 9' <br />BASEMENT FLOOR 1 3 BASEMENT FLOOR <br />FINISH GRADE <br />FINISH GRADE <br />SB -TL SG <br />(SHALLOW BASEMENT - (SLAB ON GRADE) ------- <br />TRANSOM LOOKOUT) i GF' <br />FINISH FLOOR i (� TOP OF i pRy, <br />——P�pC' FOUNDATION G <br />I <br />0.5 TOP OF <br />9 FINISH GRADE FOUNDATION <br />BASEMENT FLOOR AND FINISH FLOOR <br />FINISH GRADE <br />I il�lg�111 <br />III I I � 1 <br />I IIIll2 I <br />m I I <br />IIS <br />o <br />3 <br />I <br />I <br />I TEMPORARY CUL-DE-SAC <br />C \ / / <br />CURB CU AT END FOR DRAINAGE / <br />� D 2) 26_ 25_ 24 <br />Z <br />� w <br />I (se -,L 1s <br />2 1 <br />11 i 11934 i �i h; <br />I ,No • / / _ <br />i �20 <br />MD I <br />CR 1 <br />/ 111/ C0 ERNN �B / o dSg <br />N <br />�.1 <br />�I 1 YIIL _1 \V <br />X31 <br />o I I <br />— <br />i n EXISTING MATURE TREES TO REMAIN\p/'/b 9 <br />— —� ��•� (/•///, / _� �1�1 ���I , j `lam <br />i <br />y LAST PLOTTED: 7/21/2017 9:51 AM OPERATOR: SMS <br />WASKA <br />ia; J/ <br />LEGEND <br />r <br />,•s <br />��\ <br />$ <br />SOIL BORING <br />x <br />IQ O& <br />,_, <br />SG - SLAB ON GRADE <br />REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT HORIZONTAL SITE <br />SILT FENCE <br />;� <br />98 <br />STORM DRAIN INLET PROTECTION <br />qL <br />UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD -VERIFY <br />DITCH CHECK <br />Signature: <br />LO - LOOKOUT <br />t �� <br />l <br />—930— <br />CONTOUR <br />WO - WALKOUT <br />--930-- <br />INPLACE CONTOUR <br />•��,-�� I/ / <br />00/00/20XX <br />CATCH BASIN <br />I/ )) / ` <br />• <br />MANHOLE <br />v <br />APRON <br />STORM SEWER <br />1�\ � I <br />INPLACE STORM SEWER <br />/ <br />i I 1 x <br />= <br />RIGHT OF WAY <br />50TYPICAL <br />7.5' Mei <br />BUILDING PAD <br />UNLESS LABELED OTHERWISE <br />3 <br />/ <br />N <br />- - - - - - <br />BUILDING SETBACK <br />J +• a/ <br />/ / <br />931.5 <br />S <br />TYPICAL LOT <br />/ <br />W 2u <br />FOUNDATION <br />ia; J/ <br />�°, <br />r <br />,•s <br />LOT NUMBER <br />FB - FULL BASEMENT <br />SB - SHALLOW BASEMENT <br />e <br />x <br />IQ O& <br />,_, <br />SG - SLAB ON GRADE <br />REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT HORIZONTAL SITE <br />- <br />;� <br />98 <br />HOUSE STYLE <br />) /7I/ <br />UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD -VERIFY <br />? <br />Signature: <br />LO - LOOKOUT <br />t �� <br />l <br />O ^J <br />25' <br />F� T1 <br />WO - WALKOUT <br />s <br />BUILDING SETBACK <br />Exp'raton Date. <br />00/00/20XX <br />TL - TRANSOM LOOKOUT <br />J <br />f <br />Y Q <br />BUILDING SETBACK <br />' J <br />937.0 <br />PROPOSED LOWEST OPENING ELEV. <br />= <br />50TYPICAL <br />7.5' Mei <br />BUILDING PAD <br />UNLESS LABELED OTHERWISE <br />3 <br />/ <br />II <br />FB -LO <br />TYPE OF HOUSE <br />J +• a/ <br />/ / <br />931.5 <br />(SEE BUILDING SIDE ELEV. DETAIL) <br />2 <br />/ <br />W 2u <br />PROPOSED LOW FLOOR ELEV. <br />`Z <br />940.0 <br />PROPOSED GARAGE FLOOR ELEV. <br />-J <br />SG (SEE BUILDING SIDE ELEV. DETAIL) <br />DRAINAGE ARROW <br />_ <br />25' <br />7.5' <br />STREET <br />I <br />3 <br />PROPOSED GARAGE FLOOR ELEV. <br />I 1 <br />I <br />/ <br />Ij <br />F- <br />TYPICAL VILLA LOT <br />�a z 0 <br />N O <br />`V W <br />P4 <br />0. <br />DESIGNED DLF <br />�l <br />FOUNDATION <br />• <br />ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISH SURFACE/GUTTER <br />Y: <br />x <br />GRADES UNLESS OTHERWISE NOTED. <br />,_, <br />SG - SLAB ON GRADE <br />REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT HORIZONTAL SITE <br />- <br />DIMENSIONS AND LAYOUT. <br />�$ �� <br />1I <br />r <br />`Ni <br />� <br />UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD -VERIFY <br />LOT NUMBER <br />33 <br />Signature: <br />ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN. <br />HORIZONTAL: 1"=150' <br />25, <br />BUILDING SETBACK <br />Exp'raton Date. <br />00/00/20XX <br />J <br />f <br />Y Q <br />937 PROPOSED LOWEST OPENING ELEV. <br />dR <br />= <br />40 <br />II <br />Q O <br />TYPICAL BUILDING PAD <br />n UNLESS LABELED OTHERWISE <br />REV. DATE <br />DESCRIP <br />/ <br />W 2u <br />VILLA TYPE OF HOUSE <br />SG (SEE BUILDING SIDE ELEV. DETAIL) <br />_ <br />7.5' <br />I <br />3 <br />PROPOSED GARAGE FLOOR ELEV. <br />37. <br />F- <br />/ I <br />DRAINAGE ARROW <br />lY <br />25' <br />STREET <br />� <br />BORING SURFACE OBSERVED GROUND <br />I <br />LOCATION ELEV. WATER ELEV. <br />Q <br />bw� <br />II <br />ST -1 930.882 923.5 <br />ST -2 935.816 928.4 <br />r�-i <br />I•+ -I O <br />i <br />ST -3 931.416 928.1 <br />y� <br />I <br />ST -4 928.807 926.6 <br />ST -6 933.335 928.0 <br />�y Z <br />µ� <br />1 II <br />m <br />DETERMINING WATER ELEVATIONS: <br />U <br />O1 <br />HISTORIC HIGH GROUNDWATER ELEVATION - 930 <br />CRITICAL EVENT 100 -YEAR SURFACE WATER ELEVATION - 930 <br />Q <br />E -I <br />I <br />ONEKA LAKE HIGHEST RECORD WATER ELEVATION - 932.3 <br />; ] <br />I w = <br />ONEKA LAKE ORDINARY HIGH WATER ELEVATION - 931.2 <br />U <br />0 <br />EROSION CONTROL NOTES: <br />a Q <br />P <br />U <br />ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE <br />V <br />/ <br />w <br />PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL <br />VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE <br />.. <br />;o ry <br />ON-SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED <br />Imo/ (/%) <br />Il I <br />I <br />• <br />m <br />INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE <br />AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. <br />O <br />I t� J <br />•' <br />TEMPORARY PONDING, DIKES, HAY BALES, ECT., REQUIRED BY THE CITY SHALL BE <br />E, <br />t I <br />I <br />= <br />INCIDENTAL TO THE GRADING CONTRACT. <br />ALL STREET DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END <br />E. <br />w � <br />� <br />\ \ r <br />OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED <br />ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. <br />w <br />Q <br />O <br />w <br />DESIGNED DLF <br />GENERAL GRADING & DRAINAGE NOTES: <br />BY: <br />• <br />ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISH SURFACE/GUTTER <br />Y: <br />\' <br />GRADES UNLESS OTHERWISE NOTED. <br />,_, <br />REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT HORIZONTAL SITE <br />- <br />DIMENSIONS AND LAYOUT. <br />_ <br />THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING <br />00/00/20XX <br />UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD -VERIFY <br />150 0 150 <br />300 PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE <br />ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN. <br />HORIZONTAL: 1"=150' <br />ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. POSITIVE DRAINAGE FROM <br />THE SITE MUST BE PROVIDED AT ALL TIMES. <br />DESIGNED DLF <br />SHEET <br />BY: <br />AWN <br />DRJLT <br />Y: <br />11 <br />CHECKED RPA <br />B <br />BY: <br />DATE OF PRELDENARY <br />4/24/2017 <br />DATE OF FINAL: <br />00/00/20XX <br />SHEET NO. 11 OF 61 SHEETS <br />PRWECT NUMBER 16-1067 <br />