|
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 U SUITABLE FOR - " r �`r y yLy firr j p ,f ./ 4a� _.� �
<br /> REUSE,PLACE IN UNIFORM LIFTS(12"MAX) i',._
<br /> J j) ;' �-� � i //�>�� ;40 &COMPACT TO 90%MAX DRY DENSITY. 40 ' \ , - 0,11,..
<br /> \
<br /> La -._ TEMP EROSION CONTROL BLANKET ,id bi) ' _`�'.`� �� /, \ ,-! Kof (CURLER II OR SC150) , ?? \\�1� ; --.�Tg•.Y - \. ':, \-\m HYDROSEED FINISHED SLOPE. NORTH ��7 T999 %.- �/ \ I ;� \
<br /> wo HYDROSEEDING MUST BE COMPLETE p r p"Y1 TER - . - ' • �� �' �, -
<br /> FINISHED GRADE a BY SEPT 15TH. �� .•e \�;•w,�.t:Ty `1 C' C` •'', //4,--,•
<br /> M\ (� /� '{ C444( , �' i s�,, ,r^ IP,S. ' / 0)
<br /> --(SL.
<br /> 2:1 SLOPE MAX �+ . 41 `�.1 �",�; t >
<br /> 0 o so 0o zoo 3
<br /> SCALE: 1"=100' ,..� '�- O \". -:::71- � �, ( ' \ ` j `' /l' k1't. 9y , V\
<br /> STRUCTURAL FILL SEE DETAIL •I �'► k'. ' \` '.rte... .� "`i�4- - /''''''f'-' ; r,•' Z 0
<br /> 20 20 ` i ?, �� \.. / v 1 1 Q Z
<br /> /
<br /> ' THIS SHEET ', - __ - r r 'a J
<br /> EXISTING SOILS a / /.. ,� �.-, ,0_______35.9. 1, ,,_.,,,
<br /> \�-,-tip �� .; - - "c, h-.- ♦ _ f
<br /> .. -..._. _....._ - _... __- ._..... .... ^moi v / \\�'�`��-!VJ.11r^� .✓ _�' �\ r .Y'-- .t�j�
<br /> 27
<br /> Al
<br /> —/ 6/C / B/C `�-� //��tti- SMC (} (— -", - .�. -Nn. _
<br /> SII, / Q y. ' \ ��.-.�.�1_., - ,\` d U
<br /> BENCH IN STRUCTURAL FILL +z I \, Q' r ,� )) ('-_ / \\) /,-��'� / - - �,.,�^�J \� \ LL1 r
<br /> I _. _ LSO > �„ ` O .,r,.. �� '"`�-♦,_, � \ (n W
<br /> _... ..... .- - -- --...... -_, '� t. ': /r "'/: DRAINAGE .r � .= ) _. -1� O' (n w
<br /> KEYWAY(3 DEEP MIN) � Gj� ,�+�� LOT \ dtcx iTro) �� /. ..-�� ' �..• �_Lu O W
<br /> -Seo
<br /> BELOW SIDEWALK 12• EX 7'SIDEWALK / ' � ` /"'— ... - ,- ^ v-
<br /> P L TO O ".' / ,Ar
<br /> � - 456,158 SF /• �" 1 / ., •
<br /> Z
<br /> TOE/SLOPE EX GROUND 1__-EX_ROAOWAY j Z� / , I � 1 10.47 ACRES L' f Y _. C\:: sto - :'i/ //1...--� <. - , `y �:.''�\\ _
<br /> /I t _- \ .
<br /> ���fff
<br /> 120 60 o O i \ ---� — �,, D
<br /> SECTION B-B SLOPE RECONSTRUCTION �1 1 �11 LOT 3 f j \ �, m
<br /> (SEE GEOTECHNICAL ENGINEERS RECOMMENDATIONS) / .1 t 1,255,894 SF — o / s / �\ - .,_-
<br /> SCALE: H-1"=30 V-1"=10' �, / ( t 28.83 ACRES � �— ���
<br /> 1111 , O
<br /> %
<br /> SITE PREPARATION PLAN NOTES /// / / 1 / / ,, .''-�r • s� - /r r 7, rte} Nr--
<br /> 0-
<br /> /J ISA /
<br /> / •, J r ��, { 5io..: - (� �" � �
<br /> /gyp (C T/ `�=
<br /> 144
<br /> '/ : R ACCESS BENCH / "- "- 1/` -;
<br /> O RECONSTRUCT EXISTING EMBANKMENT AT 2H:1V TO /-) '' ` / ` _ - j— PE C�� �— } \�l'. 4
<br /> ELEVATION 490.0. SEE TYPICAL SECTION THIS SHEET& ).,. V '\. ( J " ^i
<br /> GEOTECHNICAL ENGINEERS RECOMMENDATIONS. /lj - ,r `�S;\ 7 \ - \ `. lia ` ° 'yh
<br /> ORECONSTRUCT EXISTING SLOPE AT 2H:1V TO ELEVATION /� 7 / / ' /-' r - ✓ --) l \// \� _- �S ��/ / ♦•R°ff
<br /> 484.0.SEE TYPICAL SECTION THIS SHEET& i,1 y/ '/. - `) �\ ,J ..° ( `�-PI) .. --'-'7Y1
<br /> .� ` —,—..--......_.......------_,....„..._J`.�'_ /j
<br /> GEOTECHNICAL ENGINEERS RECOMMENDATIONS. ' / -
<br /> $ GRUB, STRIP&GRADE LOT 1 PAD&POND AREA PER I/� ' ? )-- (J ( r 1 •1 ( ,,"� 1 1'~
<br /> g GRADING PLAN SPECIFICATIONS. �y :, r �b� '-•-�"t v� 1 t� -
<br /> 3 l g
<br /> .O1oz OQ REMOVE POCKETS OF SEDIMENT ENCROACHING INTO LOT a i \ �-J �,I -(1-/
<br /> O J "� 2-� '-'-1-,\ •♦� - - Z N
<br /> I� 1. BACKFILLWITH COMPACTED STRUCTURAL MATERIAL& ,Ui / /�r'� ` \ --;-,..,,-;-,-,-,,. .j
<br /> _. ( 1' ,-'-,�.-, �` � - _ - m
<br /> CONSTRUCT FABRIC WALL PER GEOTECHNICAL ENGINEERS S _i' / \ -- "`%� •ti <'% ,'� S °RN""'� -. /./� N IA y N a
<br /> RECOMMENDATIONS. �� ` r ^'��/ L' Il ,�- >'•,♦ r, ...//TCH ii A �_ Z F >°i a
<br /> S CONSTRUCT 10'-15'WIDE PERIMETER ACCESS BENCH, ,¢d ., �_ • y I �T 1-..,1.,5 ,. -__ ^� , �..�//;i• ,.., '� `` �'A � T,2- �� ,,,.r-^"J~ /, �- „p�!1_�' '1"�'-�' -.... -- _ -- -'�.,;.:,,,<",,,,I,,,,
<br /> _�0 W`r
<br /> ENGINEERS RECOMMENDATIONS. COMPRESS HIGH SPOTS f;',,:',./ �--_ .- ` ' 4 y. 0, ,� , Yr - �1/4'� --'-- w-„ i _.�-� - - ' 000_<
<br /> m
<br /> LJ WITH FILL MATERIAL BEFORE FILLING SURROUNDING AREA. 5 r �' 0 .'vY.1 .% -�.�szr- -- _ ' � U) o
<br /> L rnt " 1 ,,4l :� ACRE C �._ - — ....=—..--' &_ Q fA 3 P
<br /> � - �' , -
<br /> OREMOVE SEDIMENT FROM LOT 2&RE-GRADE WITH `._r, , �, I i, / 1 `t �'�1�-- ti 1 > i -. �-%� p c
<br /> STRUCTURAL FILL PER GEOTECHNICAL ENGINEERS (-:-2'.'
<br /> `'. c -, � �' 6 S - - / SIEVERS DUECY BLVD _ _ _ _ _ Ft<Z3 RECOMMENDATIONS.STOCKPILE 70,000 TONS FROM LOT 1. . �'�n+c y-,.5��� : 1 ' - ` ''- " � - � a `�'� `., T ^�"',i IST ®t 4` '_ / __6NOT USED 1 k O �' I `, '•OLE - - _ Y"r Y- / Iv-< ~ '�J
<br /> Ex 1II
<br /> •
<br /> m SAWCUT NEAT AND MATCH NEW T WIDE SIDEWALK 11' r ip Jj -UNTA(Al W CENTRE `®� -' �' - - "� - rixr, rn. _ -BEHIND EXISTING BACK OF CURB. �- r ^. ). _ ,�(�/� ,�N11cJ '� 1 i.Q : U /- \ i, i - _ .�': REVISIONS: APPD.
<br /> 7 . ;
<br /> r. d 41 ,I "r 1i t 1� r te', L
<br /> I �� �„ \ � / EXCAVATE AT LEAST 10'(VARIES)OF EX
<br /> > O CONNECT TOE DRAIN TO EXISTING CATCH BASIN. REPAIR I .� tl }''�p+�..' ( ,� - + 1
<br /> of SIDEWALK PER C.O.E. STD DTL 312. P- I� '� ;\ � J� '\ 1/ �" 1,�`"- �� t"'� '� EMBANKMENT.IF MATERIAL IS SUITABLE FOR
<br /> F z' .!'-} , .rY -1 ( REUSE PLACE IN UNIFORM LIFTS(12"MAX)
<br /> 10 CUT EXISTING 14"HDPE,REINSTALL AT NEWLY 1
<br /> '- I `'\ � i'' 4�f ��� (� / 40 -_-. .._ _....-. .... T TO 90%MAX DRY DENSITY 40
<br /> CONSTRUCTED TOE OF SLOPE AND RECONNECT. II �, 'y"' fi - - w COMPACT
<br /> EROSION CONTROL BLANKET
<br /> &COMP
<br /> $ ` ,-`T It it -- e- S � ��� - f HYDRO EEDII OFIN SHIED)SLOPE.
<br /> Tr �,�� 4.� 'T - •-11 - ' o HYDROSEEDING MUST BE COMPLETE
<br /> 9 -- - i _. ......._ .... ........... ._...
<br /> � �. 7 _� FINISHED GRADE—\ BY SEPT 15TH.
<br /> .r.c"Y: --__� 2:1 SLOPE MAX
<br /> _ Yw y1 2:1 SLOPE MAX
<br /> DATE: APRIL.2017
<br /> w �-� �_ti'>: F"^- �`{ a STRUCTURAL FILL DESIGN: JNM
<br /> 't- SEE DETAIL DRAWN: CLK
<br /> ?. 20 ♦` THIS. SHEET 20
<br /> § 5/8"-1 1/2" ` \NIll ` CHECKED: ,NS
<br /> 1 ,I 10 WASHED DRAIN ROCK \�`.,__i a REVISION
<br /> NUMBER:
<br /> 'I I • EXISTING SOILS—\\• / ROW / ROW
<br /> 7' SIDEWALK SCALE:1.100'
<br /> VII 18 EX.BACK OF CURB /.._ B/C / B/C /
<br /> _----------- _ — , PROJECT NUMBER:
<br /> �E f BENCH IN STRUCTURAL FILL CEMX00000005
<br /> 6"DUAL WALL ,
<br /> 2' CPEP PERF PIPE
<br /> 0 ----- 0
<br /> 6" EX. ROADWAY - -'" —.-- --� DRAWING FILE:
<br /> EC-007-GD
<br /> (3' I T SIDEWALK
<br /> as KEYWAY DEEP MIN
<br /> wa BELOW SIDEWALK
<br /> 2 EX GROUND
<br /> P/L TO EX ROADWAY SHEET NO.
<br /> ,;-_-:-=
<br /> SECTION DETAIL TOE/SLOPE
<br /> 60 0 C��
<br /> SECTION A-A-SLOPE RECONSTRUCTION v
<br /> 15 (SEE GEOTECHNICAL ENGINEERS RECOMMENDATIONS) OF 9
<br />
|