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F <br />020)5 Westwood Professional Services, Inc. <br />- - - - - - Coll 48 Hours before digging: <br />f I i r i° • } a ` II /� ! / 811 or call811.corn <br />Common Ground Alliance <br />IO TR OTE • 04 / • ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE <br />\ 1 f 7 �• ' 1 / r ' 2 I PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL <br />�„'. ! r 't / / �•{ `. VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED, EXISTING SILT FENCE <br />EO ON-SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED <br />\ \ 1 ! ■ Ij f INCIDENTAL TO THE GRADING CONTRACT, IT 15 OF EXTREME IMPORTANCE TO BE <br />AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL <br />TEMPORARY PONDING, DIKES, HAY BALES, ETC.. REQUIRED BY THE CITY SHALL BE <br />INCIDENTAL TO THE GRADING CONTRACT. <br />\ I �~ ��'� I 1 /a! 0, f� 1' • <br />ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END <br />_ � J - OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED <br />-lF� - `u--- ��y_--------- / " r ACCORDING TO DETAILS 70 REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. <br />J -� GENERAL GRADING &DRAINAGE NOTES:_ <br />_ I `�� - //J / , ` • ALL CONTOURS AND SPOT ELEVAl10NS ARE SHOWN TO FINISHED SURFACE/Glll'TER <br />•� GRADES UNLESS OTHERWISE NOTED. <br />- <br />f ! 1 t - -_ - <br />- <br />--��R-ti ----- / v- �� • REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT <br />'1 1 <br />=~� <br />HORIZONTAL SITE DIMENSIONS AND LAYOUT. <br />I 1 ��� '•,� og ' ��`�t`1 ��/'1 \\ - ! - �• THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING <br />\ 1 f f + - _ ` ��_--•• sem\ \ \ ft� J UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD -VERIFY <br />PRIORTO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE <br />1 ff DIT r ti y*� ( '•�. \ \ ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN. <br />da '.e T""I'"y'•�•`1=+35Fa + `r' ]� r� =�\1 \\ 1 / • ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. <br />'gra . ''z �- \ . POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. <br />-11 <br />--!SF <br />912.30�t'. <br />H.P. I +y \ / \\ /- LOT eoralER ELEVATION <br />IN <br />Id r rrI J \. LOT NUMBER <br />f1 � r r v f f i ~~�� �*\ ! \ t,. 4• \• \- \ / / / 4 DRAINAGE ARROW <br />1 ! p` , ��� a \� : \ szG.s FINISH GROUND ELEVATION <br />AT REM OF PAD <br />\ r I 1 it a ``� +�\\\ �, �qF \ _ / / •i`o LO 517. { IF APPLICABLE ) <br />\—MELEYLIM BASEMENT FLOOR <br />! <br />FRONT GARAGE SLAB ELEVATION <br />DRIVEWAY <br />\ ,+ • r� C LP. \\ , oi/rLOT C LO - GRADED FOR 5,V DIFFERENCE FROM <br />- j A LIMITS 7a �FRRONTTGGARAGE SLAB NEIEiATIOONN. OF PAD <br />``£` , l S FIN STWO H GROUND EEUEEVATION T REAR °OIFF PAD °M <br />TD FRONT GARAGE SLAB ELEVATION. <br />ro - AAl auT <br />Me LMOUT <br />ro 200, <br />p 1 Y' !1 I �\ ;` \\ -� •ry��- :`. \ `\ yy.,+ 11 4 c' / e t -k ,� - / NOTE py - ODE Lopmur <br />�. jj ' l > Ir♦ __ \ IO.fi6 THE (1) INDICATES THAT TIE GARAGE IS <br />j1 P. OUTLET <br />4 'J1] . 1 1 BLOCK OR 0.7 FEET BELOW THE FIRST <br />it 5 OUTLET EL>• 2.O FLOOR ELEVATION. <br />I ^ i i `J ~ \ 1 e \ HWL-905.6 } TYPICAL LOT <br />POND BOTTOMS892.OD <br />e- 9' BITUMINpIIS TRAIL <br />I ! 1 � •\ / r x� \ '� � , � DENOTES SOIL BORING <br />• I f \ \ r r ,}�'' ' \�,�' -i35t u. F� ^ �\ G -. "L� SF r E DENOTES SILT FENCE <br />' r 1 \1 ti•- 1` yn , �' +7 r \ - c lmwz I DENOTES HEAVY DUTY SILT FENCE <br />4\ r <br />980 DENOTES EXISTING CONTOURS <br />r980� DENOTES PROPOSED CONTOURS <br />0—••--O DENOTES EXISTING STORM SEWER <br />I ` \ ` - ,�` ✓ \\ \\ 90 .F I F»--� DENOTES PROPOSED STORM SEWER <br />I 1f r' \ `� ff ` \ .•p• ?;u, \ \♦ '/ ' 1 .�-..-.rv. <br />DENOTES .EXISTING TREE LINE <br />! G ~ ' I, 1 • ., \ POND 2 1 I DENOTES APPROXIMATE TREE <br />DUT <br />IJ T E4 <br />\NWLf REMOVAL LIMITS <br />PD\ D <br />BO M /" DENOTES EXISTING SPOT ELEVATION <br />' °�• DENOTES PROPOSED SPOT ELEVATION <br />DENOTES BIO -ROLL 11 ` sss.a <br />! ! , � \ � - • r_ r 1\1 " �� ,\ ' \ \ \\ �� '' 1r - OSION CHECKS <br />DENOTES EMERGENCY <br />f r f I �• ` ` _ \ , "\• r .. / , 1 E.O.F. ELEVATION <br />1 \ n FEM\FLOODWAY LIMITS \ \ m 1 \ <br />I ! � ` e • ` % / �. \ � \ � I i" r DENOTES DELINEATED <br />� <br />1 <br />LINEATED WETLAND <br />LIMITS D(ITL <br />O A <br />(lYP) \\ <br />e <br />fr rj ` •Z C \ \ �, r r E CAPSSING <br />/APPR ADIN6 <br />FEMA FLOOD Y FILL <br />1 !rl \\ �.� I 5 1 / \\1� ' f r y 50' 100' 150' <br />4 <br />ac�aD�z x.-o1.a � <br />Data 07/06/15 sheet 4 cm 10 <br />5:1 ITCH AME Clearwater <br />r � .da, IA. eI. a- .. � ., — e � n In..lde- p�� � Grading, <br />dHos .Q..Ir.. m sr G m ..p 1N -d nro.dk MR A_ <br />Westwood I �. �. �,��l ar . • mars DR Horton Inc. - Mutnesota Cove >h and <br />ph.. perT•a7a1w "IN A. wnA'Ie ecwe° e..Ls ern z-� Cinti.4 o/G Eresi0n Control <br />FM peneu7s•.2 Ed.••Nr1e,ANeee•A DDSIree OMi ��y�.� <br />TMFew pegw�s.so wua.BBep— Fnnd6 D. T3� Q PE ..e...r�"'6` LeO1nEt, Suite ).D(I <br />we.ee•.tlA.hflrelel lfeMas Inc GAS 09/73/15 iA� 7•u 177!6 — a.v>m a,r.� e,/fie imkffine, Minnesota. 3.'ia14 Hugo, MN <br />Pla1L <br />L <br />