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BUILDING SIDE ELEVATIONS <br />FB -LO SB -WO <br />(FULL BASEMENT- i--- - (SHALLOW BASEMENT - <br />LOOKOUT BASEMENT) VFr WALKOUT) -----__ <br />Gp�P TOP OF FINISH FLOORGF' TOP OF <br />L FOUNDATION I Qp FOUNDATION <br />3.5' AFLOOR -~ GP <br />0.5' 9. ND FINISH 9. <br />BASEMENT FLOOR 1 3 BASEMENT FLOOR <br />FINISH GRADE <br />FINISH GRADE <br />SB TL SG <br />(SHALLOW BAS EMENT - <br />______ <br />(SLAB ON GRADE) <br />TRANSOM LOOKOUT) <br />FINISH FLOORC� TOP OF pQ-P <br />FOUNDATION G <br />I <br />2 1 3' G 0.5' TOP OF <br />9 FINISH GRADE FOUNDATION <br />BASEMENT FLOOR AND FINISH FLOOR <br />FINISH GRADE <br />• <br />FOUNDATION <br />ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISH SURFACE/GUTTER <br />DRAIVN JLT <br />�B <br />TEMPORARY CUL-DE-SAC <br />CURB CUI ATEND FOR DRAINAGE <br />l , <br />-- <br />z) <br />r <br />L <br />l��l' `� <br />2 <br />z \ <br />l y <br />/ <br />r <br />HORIZONTAL: 1"=150' <br />/J <br />Z� <br />ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. POSITIVE DRAINAGE FROM <br />r <br />28 x 6 1193a / <br />ll <br />r J <br />-� <br />CD <br />rr rl <br />r '•.. �/'(xo <br />9325 <br />l r <br />i - <br />0 <br />�r� W <br />REV. DATE DESCRIP <br />-Tu--T <br />— — — — — — — � r i�rr H 9�0 '�' - �•� V -J I E X15 s z � `y � v € � J� z\ \ <br />33 <br />/ 1 �I IIst �� z �✓ // of G - 32 -\ <br />gi s bsCation <br />« ' • « « ^ _ / EXISTING MATURE TREES TO REMAIN <br />pA <br />I <br />L LAST PLOTTED: 7/21/2017 9:51 AM OPERATOR: SMS <br />MUM <br />LEGEND y <br />//\ $ SOIL BORING <br />SILT FENCE m <br />STORM DRAIN INLET PROTECTION 3 v <br />D <br />11 DITCH CHECK <br />—930— CONTOUR n� S p 5"4441 <br />--930-- INPLACE CONTOUR <br />CATCH BASIN <br />'��° inn I l /)) ,{ / r • MANHOLE N m e v <br />APRON <br />STORM SEWER <br />( \ <br />INPLACE STORM SEWER U z <br />IBL_ P' I , RIGHT OF WAY a O <br />BUILDING SETBACK^ <br />*I G <br />z TYPICAL LOT O <br />is FOUNDATION rr�r"1 <br />Or LOT NUMBER FB - FULL BASEMENT V <br />/ SB - SHALLOW BASEMENT bA <br />I 98 HOUSE <br />STYLE SLAB ON GRADE <br />91 <br />V <br />77 Ir 2 LO - LOOKOUT N g <br />25' WO - WALKOUT 5 O 5 <br />s �-7 / f $ ti TL - TRANSOM LOOKOUT y <br />BUILDING SETBACK b�A <br />6 /J J II 3 937.0 PROPOSED LOWEST OPENING ELEV. <br />50 TYPICAL BUILDING PAD ^v/ <br />7.5' Mei UNLESS LABELED OTHERWISE u <br />3� FB -LO TYPE OF HOUSE r� <br />931.5 (SEE BUILDING SIDE ELEV. DETAIL) w <br />z PROPOSED LOW FLOOR ELEV. f <br />s4o.o w <br />�1 PROPOSED GARAGE FLOOR ELEV. w <br />-JDRAINAGE ARROW y <br />25' 11 <br />7 1 STREET SEAL <br />/ <br />I , <br />TYPICAL VILLA LOT <br />DESIGNED DLF <br />• <br />FOUNDATION <br />ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISH SURFACE/GUTTER <br />DRAIVN JLT <br />�B <br />11 <br />REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT HORIZONTAL SITE <br />SLAB ON GRADE <br />DIMENSIONS AND LAYOUT. <br />ATE OF PRELHIINARY <br />1 <br />J <br />l��l' `� <br />2 <br />25' <br />LOT NUMBER <br />33 BUILDING SETBACK <br />Signature: <br />E.p7at°R 091. <br />Oo>nn/znxx <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 />J <br />ll <br />yQ <br />937 O PROPOSED LOWEST OPENING ELEV. <br />0 <br />40 TYPICAL BUILDING PAD <br />n UNLESS LABELED OTHERWISE <br />REV. DATE DESCRIP <br />VILLA TYPE OF HOUSE <br />Q <br />SG (SEE BUILDING SIDE ELEV. DETAIL) <br />0 <br />7.5' <br />5 <br />I <br />J <br />3 <br />PROPOSED GARAGE FLOOR ELEV. <br />/ (1 <br />—DRAINAGE ARROW <br />25' STREET <br />I"a <br />3y <br />7 <br />\\ <br />BORING SURFACE OBSERVED GROUND <br />0 <br />/ <br />I <br />LOCATION ELEV. WATER ELEV. <br />Q <br />F'I <br />I <br />ST -1 930.882 923.5 <br />ST -2 935.816 928.4 <br />f -I <br />I•++ <br />O <br />Jf+ I <br />i <br />I <br />ST -3 931.416 928.1 <br />ST -4 928.807 926.6 <br />(7 Q <br />ST -6 933.335 928.0 <br />O <br />c) <br />Hy <br />\ <br />N <br />DETERMINING WATER ELEVATIONS: <br />U <br />U <br />Q O Z <br />I y <br />I <br />I m <br />O1 <br />HISTORIC HIGH GROUNDWATER ELEVATION - 930I <br />CRITICAL EVENT 100 -YEAR SURFACE WATER ELEVATION - 930 <br />C) <br />-I Q <br />(~ <br />7 <br />I <br />ONEKA LAKE HIGHEST RECORD WATER ELEVATION - 932.3 <br />i�i <br />F -I IU <br />x,111,\ <br />I <br />I <br />ONEKA LAKE ORDINARY HIGH WATER ELEVATION - 931.2 <br />con W <br />U <br />EROSION CONTROL NOTES: <br />a Q <br />\ <br />IQ v0 <br />ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE <br />U con <br />I <br />•' <br />I <br />PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL <br />VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE <br />W <br />;Z <br />:O cv <br />ON-SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED <br />I�r <br />IJP 1 <br />N <br />, m <br />INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE <br />AWARE OF CURRENT FIELD COND111ONS WITH RESPECT TO EROSION CONTROL. <br />C) <br />TEMPORARY PONDING, DIKES, HAY BALES, ECT., REQUIRED BY THE CITY SHALL BE <br />I li <br />= <br />INCIDENTAL TO THE GRADING CONTRACT. <br />r <br />E <br />E. <br />ALL STREET DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END <br />OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDEDx <br />w <br />ti <br />a <br />ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. <br />Q <br />o• <br />DESIGNED DLF <br />GENERAL GRADING & DRAINAGE NOTES: <br />• <br />ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISH SURFACE/GUTTER <br />DRAIVN JLT <br />GRADES UNLESS OTHERWISE NOTED. <br />11 <br />REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT HORIZONTAL SITE <br />BY: <br />DIMENSIONS AND LAYOUT. <br />ATE OF PRELHIINARY <br />THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING <br />4/24/2017 <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 />DRAIVN JLT <br />11 <br />CHECI�D RPA <br />BY: <br />ATE OF PRELHIINARY <br />4/24/2017 <br />DATE OF FINAL: <br />00/00/20XX <br />SHEET NO. 11 OF 61 SHEETS <br />PROJECT NUMBER 16-1067 <br />