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-EXCAVATE AT LEAST 10(VARIES)OF EX A PORTION OF THE NW 1/4, SECTION 12, T 28 N, R 4 E, WM
<br /> EMBANKMENT. IF MATERIAL IS SUITABLE FOR - -
<br /> REUSE,PLACE IN UNIFORM LIFTS 12"MAX �/ '�'{�/� Y-•`' �` .~ --------!------7--- -
<br /> J�\ \ ,�
<br /> 40 &COMPACT TO 90%MAX DRY DENSITY. ) 40 o' TS;h* \�r-Y'�1^. , - Y � 1 ---� 7.:.:.\-‘'..:'''
<br /> �'Iw TEMP EROSION CONTROL BLANKET ✓ btnil
<br /> ��, / .Gao (CURLER II OR SC150) %1 �'. b yA ��'y_-\ r/ / _..ka ' \\ l \,''rn HYDROSEED FINISHED SLOPE. N O F?TH J" �T 998 ---�� , / �w /-�� � �CHYDROSEEDING MUST BE COMPLETE �p 0`�t�p ��` ��1 Y l j' l 4� •'� \� \ �`
<br /> FINISHED GRADE o_ BY SEPT 15TH. •a/ .s.\ :.I)� '�c��, \-1-, /rte.,.,rW�/ /. ". ,7,+r-�� �\. 4:-1
<br /> -5 K'1^`- ��y(�C �) i;.
<br /> -.... 2:1 SLOPE MAX o so too 200, j..... ' � z`-' \'tii _�.r-`--1.-1,-
<br /> \Z �.... i• v' ,, / -.ij .rE !� :_: � - � �' `•`, ��
<br /> a- SCALE 1"=100' 44,14, _i !sem` s /{' j �.. (p . ,, -r ht •+ • i, . '��- % \„`"1 /{rid\ ^ °�- 3• ,,,,, , , �-- may\ �.. }�Y�` Q Z
<br /> 20 -.' ......THIS SHEET 20 .1--) � �. \ }`..,`, \\ �_ "';.. �, �� \tel 'C�t"1,.. 1 J w z
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<br /> \ /.,, ,7'3/ off /' j y
<br /> `EXISTING SOILS . a I ( ,.^ �, ` _ *o�•s.� \\ \\`� �.-"--1-5------
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<br /> B/C B/C t (R/ l 27' o 2rT
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<br /> , ' CL0BENCH IN STRUCTURAL FILL 0 \L / )?�_`••. ` .-- �_ O �"..�..-w.�,,.�✓'�� :: �^� `wa\ \ ,.. \ w
<br /> ----. ----. ........... ...-... -..�-....-. --- ---. Sr 2/ /17 / /, \A�: \ dWMA4E/ �-" .. ,- _ / �,..�� ( �( W O '^
<br /> KEYWAY 3'DEEP MIN
<br /> BELOW SIDEWALK 2• EX 7'SIDEWALK SCO / / / / LOT 1 ' ,%` drex pro) /"'` _ ./ _�� -SP?N .'- W
<br /> //P/L TO i 45��158 SF �' � 1 % — 1 Z
<br /> TOE/SLOPE EX GROUND Q- ,/" } 10.47 ACRES -`\
<br /> a
<br /> EX ROADWAY �l1 ( / / / 'J / ? 1' -.. - `�: ..sto ... ",i/� � - J,��., lyy� `4 \�
<br /> 120 60 _.._.. 0
<br /> 9 �.1, O ,j)./T-...6,..<
<br /> .. �seo-.� �'—_.,...___.i`' /// N- \\\ Y4.. �.
<br /> SECTION B-B-SLOPE RECONSTRUCTION 'S / / , J. 1 -11 LOT 3 /� :/i A
<br /> (SEE GEOTECHNICAL ENGINEERS RECOMMENDATIONS) / / - / 1% t 1,255,894 SF o /
<br /> (� �\ m
<br /> SCALE: H-1"=30 V-1"=10 -r �/ � _ / ,>K, �;\�� �> 28.83 ACRES ._.. .... f,----------,_( 2_,_.,..,--
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<br /> SITE PREPARATION PLAN NOTES / 3 / r� X, �� �� �� /7 `�� f-�� \
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<br /> _✓ �� (�' `Sr ^/, (S - 51& / ` '..yL � .O RECONSTRUCT EXISTING EMBANKMENT AT 2HaV TO // / ) -�w`� `a-_• S ` , PE R ACCESS BENCH S S. C // \ �" A
<br /> ELEVATION 490.0.SEE TYPICAL SECTION THIS SHEET& P. / ` - - 1' L. \/ ��� / so. J ^'� "i
<br /> GEOTECHNICAL ENGINEERS RECOMMENDATIONS. / ' /-�� S,) �\ \_ ` 1�/
<br /> 2 RECONSTRUCT EXISTING SLOPE AT 2H:1V TO ELEVATION 1/ / / r:, / Z l - \ / �S //J � �A%,
<br /> ,
<br /> 484.0.SEE TYPICAL SECTION THIS SHEET& ..1./ / //. ‘� '(`V J n `� )) '� 40o_ _. :r i / ` � �_ ` ,/i /j/
<br /> GEOTECHNICAL ENGINEERS RECOMMENDATIONS. `� - _ - N r
<br /> OGRUB, STRIP&GRADE LOT 1 PAD&POND AREA PER ( /� /I - c 1, C� f ('t /•>�� �- ` �rr` Z -- 1-,-,,-
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<br /> g GRADING PLAN SPECIFICATIONS. . '/SJ' 1 '�,^ ) `'� I /r.)-----
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<br /> TS-- ` -.,.rt, �, r1
<br /> 4 REMOVE POCKETS OF SEDIMENT ENCROACHING INTO LOT / '2=c,- �J,J ,(5,,,_)--,,
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<br /> of O 1. BACKFILL WITH COMPACTED STRUCTURAL MATERIAL& ,r ''. 4-�/, 77 / \\ �� �Y� `� , 0 ��• � � ,� _.- - _-. - --- .'�/ u
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<br /> CONSTRUCT FABRIC WALL PER GEOTECHNICAL ENGINEERS .�- l; '� C - '`r { �'� �� r`- CO y N
<br /> RECOMMENDATIONS.
<br /> A %/ ---)-71
<br /> _ Y r j\ .� �� tdm+(rn)V. _ --- --� ... _ Z Ill -�o
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<br /> ~{ '`''�: % '` � j A 0 - - _.0 _..450: cl,,,,/
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<br /> O CONSTRUCT 10'-15'WIDE PERIMETER ACCESS BENCH. ,� �' , r -- _�\v ���.�. .�� .' � r ,f f' )' _ - _. _ _. ._ w 4
<br /> n INSTALL GE07EXTILE AND COUNTERWEIGHT TO PREPARE ��� V I ♦ .>� � ��J <, ^-�.w'') rrr� ►.�".w w r r-'"�"� ', W U m`rh
<br /> 8 LOT 3 TO RECEIVE ALL MATERIAL PER GEOTECHNICAL - •44I, !/ ' -',.6 LQT 2. �y. /� !-"'' /I w.'}„lvpCC". , _ - �_ i m m 7,
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<br /> ENGINEERS RECOMMENDATIONS.COMPRESS HIGH SPOTS /- /,�.v'L�/ `�� _ } 0 {�, O {•S' {- `'•,%j •r.,-r�'�^.y .�,.,_,.,�' - _ -- _ - _ >N .. m
<br /> W11H FILL MATERIAL BEFORE FILLING SURROUNDING AREA. - [r I � J __ _ '^
<br /> L., ••_, i„,� --__ // ti_i 1 �` ACRE ? - A - �sw�i Q N `a
<br /> O REMOVE SEDIMENT FROM LOT 2&RE-GRADE WITH `17 l', / d,1. -I --` � ,� 1 -�'- I c. _. '�'r Q 3 W
<br /> r )c j O6 , > - . SIEVERS DUECY BLVD O z
<br /> STRUCTURAL FILL PER GEOTECHNICAL ENGINEERS '� '*)�,�- �,.yc € r—
<br /> 3 RECOMMENDATIONS. STOCKPILE 70,000 TONS FROM LOT 1. 4.''1i ,/� � - '7 I �L� �,' - •16 � �— - Q a
<br /> Tk�
<br /> NOT USED •_,0 EXIST OLE ®�., _&_____-------%-- --
<br /> i.---------
<br /> 1
<br /> _ ........- - - � -�--
<br /> 25 8 SAWCUT NEAT AND MATCH NEW T WIDE SIDEWALK 11' r i� S I r*� �xTQjj /
<br /> 11 MOUN3QtAl W N CENTRE _ i •_ _ ri
<br /> , h
<br /> BEHIND EXISTING BACK OF CURB. r
<br /> I � � plVl ON 5 r �i l�... r��� V `'),4,s(t � " REVISIONS: APPD.
<br /> > 9 CONNECT TOE DRAIN TO EXISTING CATCH BASIN. REPAIR �'� 11 - Z i'hY.. .. r.. +/ !�; EXCAVATE AT LEAST 10' VARIES OF EX
<br /> 0, O SIDEWALK PER C.O.E.STD DTI_312. 7 l' I �,, �� 1� J/ Z}^- j yr`�' -,2r-.1 � / ^ EMBANKMENT.IF MATERIAL IS SUITABLE FOR
<br /> >2 hh I X� 4 �� /-t• t ,. _ - J1..)....;:. a Xs./ REUSE,PLACE IN UNIFORM LIFTS 12"MAX)
<br /> w O I' `�. I'I II;� '\ c. �-�� �� - '� O r"�'Y' 40 &COMPACT TO 90%MAX DRY DENSITY. - 40
<br /> �� CUT EXISTING 14"HDPE,REINSTALL AT NEWLY I 1;
<br /> CONSTRUCTED TOE OF SLOPE AND RECONNECT. ' III I �_�����-\ -u- .� _ � ___ ww TEMP EROSION CONTROL BLANKET
<br /> '�-% i/� - o (CURLEX II OR 50150)
<br /> o 1,) - `S i - .�� �--�' N HYDRO$EED FINISHED SLOPE.
<br /> �,� w I �� _..-� wo HYDROSEEDING MUST BE COMPLETE
<br /> g a e. /// j _ I' i FINISHED GRADE a BY SEPT 15TH.
<br /> ice! -7 .. - _.._. _�. ....... 2.1 S MAX ____- __. _.........
<br /> \' _`vim _ i y,., 1 2:1aSLOPE MAX STRUCTURAL FILL SLOPE
<br /> DETAIL DATE: APRIL,2017
<br /> iY - r��� DESIGN: &111
<br /> \\ _._. „J`il">'d 5/8"-1 1/2" 20 THIS SHEET_ 20 DRAWN: CUC
<br /> CHECKED: J S
<br /> X 1 I V) WASHED DRAIN ROCK REVISION
<br /> J I 10 a U NUMBER:
<br /> '3 EXISTING SOILS °- / ROW / ROW / SCALE:1'100'
<br /> 7' SIDEWALK
<br /> Mt` 18 EX.BACK OF CURB _.......', B/C B/C
<br /> e / / /
<br /> c • _ _Th PROJECT NUMBER:
<br /> -A-6 } BENCH IN STRUCTURAL FILL I CEMX00000005
<br /> 6"DUAL WALL
<br /> 2 CPEP PERF PIPE _
<br /> 6" EX.ROADWAY O - -- 0. DRAWING FILE:
<br /> a a ( I 7'SIDEWALK
<br /> KEYWAY 3'DEEP MIN EC-007-GD-CEM1X0005_Div9.
<br /> BELOW SIDEWALK 2'
<br /> "'� . PA TO EX ROADWAY SHEET NO.
<br /> SECTION DETAIL TOE/SLOPE
<br /> ii S P7
<br /> 120 60 0
<br /> ms SECTION A-A-SLOPE RECONSTRUCTION
<br /> sB (SEE GEOTECHNICAL ENGINEERS RECOMMENDATIONS) OF 9
<br />
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