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MS-2010-00125 M S - Zolo - ooiz.5 ADDRESS �� - �v► W (- e. At e Na,e M � � s eA1 S' T EN j<W4 E — .._- ............. _...---................ ................_.._....- - - -... I l � �- p� ...............02. i�am ble,.r. ;d . K-- WINGS CONSTRUCTION n D _ G 3 1y } n L SEGMENT t�I�FI` W� c ,u 6� � 's r 2 � x Lh7r L LL �^ s S s. \ n Aim RIV�,TE 1 1302 RAMBIERIDG DRIVE IVED gig FIa . a• � .',. _ li . . 5 .,.k PARED �F. ,n � • , . s S_ ... .. � .., .;. � e r s ',.. ... 3.a. � t, kw . l t� . �,.._, }� ,,.., .. . +... °' ' n- ^, d,"*.t ,�, , - .,�5`:''"+'�5?r.. �D VES';S : KEYSTONE �LANDSCARING .,�t;�� _ ,. � � � �� :�s. �<.� �,`-� , M: �. � '� ��, A, .. i', - �+ ,.xi j .'E" ��; �. If�HAS.I( 66Q0 COUNTY RQAb 33 x.� N!eY °�A -Q � +d s��8 m'yc! ik mm }' -.wr. trww u� e. u t - .�zNU: �w� :B IR NEBRASKA a� u1 lAi M� . w r �4 � . I. � - — 9255' �r� r - 1,'f•FF r�,t>;� , .aY G.GG; �:3i.•�..r"raf.: �.:��e �� u 4Q2�.5.1 si¢ se �� s� ' 4t �4, , �.. ,> t� TjT4E' -PAGE ��, 2 t�+ •;x�r SURVEY nrf K } :Nr lii la °� S R3� 1NALL LAYOUT: FLAN ?& ELEVATION LO1NR_ 4v , WLLLAYQ A PLAN& EL EVATIONS UPPER�TI�R I �` }� �Ull- . 4" aT�i r a '7 � � , � � " -?:1 r R F r7 1. k %;�,� y `:•�a 9 " {S r r"f✓ at rz Q �y�a,: `. Alr, �,., P .KT,'�' : i y� • I 0 - �^ '+N° u+^.4�4+Trr: kt: iw 'r'F,;-'.�a'�C� s,?. kx t I�, , '�a� .:�tDINC ..11 YU �$'�1 ".'�. ti" 5 . w t`u''' M ' ' /� � i ry {- � y ; t' 4 t..l /. .sG"iR � ^, PLAN N INQ � ( IJ 4 PUBLICRS s�e ! I �-M'1 X�1r yN,NUtuuplln Drgsers Hotline a�EE w C 4 . " P � F, Nebraska FIRE D 344 —J585. -: �7�' ��tii_" .(uEmC puRN u' tS- '` g �', sea _ t, .•: AN E .... 1:,8D0 -331 6868 1i .; :,': ....'_ vT';• d 1 �u'¢� W�. _ - is -.aa �I e S E . G7 T ,srAl[WUPJ _NOTE UNDERGROUND: UTILIN LOCATIONS SHOWN IF ANY AREEROM OTHERS THESE gPEROXIMATE;LOCATIONS AREI::FROVIgEDND..BY --`•; �. = - t'' 110 INFORMATION ?:PROVIDEDTO US pY UTILITY COMPANIES A `FOR .` s :GENERAL .INFORMATION ONLY. AND THEY MAY S ?NOT Be' BE ACCURAT . 1NOR;.COMP.LETE. `FOR : SP. ECIFIC LOCATIONS .DURING CONSTRUCTION.. :. . „ : \ t9T£epFeNEg�tP`� .. rir � CALL DIGOERS.SHOTLINE 402 /344'3565 (METRO OMAHA).. '.©Copyf�9ht 201P _ Geoi<ecf� Inca, :'$00/331 "5666: (STATEWIDE) PRIOR : DIGGING: ,..Unauthorized copyiAg, repToductiort o r s 'Prohibit ed RkyISIDNS .:: 73478 CHANDLERROgD w7f74 L1 923/,fl, REy,SE $HEErs R3 & Rs. PRIVATE RESIDENCE ® OM w NE 4p b b2>i Tim PAGE 11302 RAMBLERIDGE DRIVE �� ,I�,h��eoe�. DATE: 7 JOB NO Thlele Geotech hl /zy i 0 1 0240 00 . ... , -. BLAIR. NEBRASKA .. .'. :: .:.. `GEOTECHNICAL: ".MATERIAL•EM/IRONMEMAL. ..:ENGINEERING :i DB:WDS CB: DJT - APPROVAL SHALL NOT BE CONSTRUED TO BE AN APPROVAL OF A VIOLATION OF THE PROVISIONS OF THE CODE OR OF OTHER ORDINANCES OF THIS JURISDICTION. J • • •� � .I . , .,� � .. � :, TOPOGRAPHIC SURVEY . LOT sHl � kk PAR ®R DITION 1 ' �� / � / i `� ��%/ i ice✓ / / o ma 1. (w 1� 1 1 1 065M 60. w) '� \�1 . \I I 1 \1�1i i�� .� \ ` tl18-51 Ta]'64•E � � wr Jt 6 l TOPOGRAPHIC SURVEY WT A. BLGGK S OAK PAAK AGIXIIGN .. 1 I• �\ �sbLO'V - WA GTW C Nwl NkHRA.S(A ` SHEET: R2� 0 1�0 20 85.00 1 1 1 _ _ . ,.'SCALE: 1 20' . i ... .:.. . i .. .. \\ :�\ .. _..... .. ... .. I I I 1 / - DESIG N GRADE AT ♦.. i . 6AOK OF WALL ,a 75,0.0 ♦- / ♦ �S`'- EXTEND - DRAIN TO mol is of 13.01 1 } MIN 10':S6UTH. ♦ a 1 n OF LOWER TIER ♦ :1 180 '130 � N '� oo rn l; 1 5 nr, ,n nr 1 .•..s?:,., �., ni ��ryy � . , REMQVE PCISTING WgLLS r - 2000 .. :. ♦.r I •:� 130 .1:' ♦ _. 1601 i I I / I'; ♦ + 1 I: N j -... ..I 60 3.0 uo 1 O \.�:;...' ,.... �:,',.. - .�..... .,... - ^---...� _..,,.._. . ..�. :.:•.•.EXISTING�:GRAD;INI Of.75 .` 1-F00 1.1-25 .: ♦� 1s o_ FRONTi OF WALL DESIGN GRADE' IN I ... _ FRONT OF'WALL 60,00 - : - .1, I 1 n F. u a o R aiff+ o i0 �o i + <k BRIDGEVTEW DRIVE m� VI� olio .: ,. ... .......0 +80... .. , ... . .1+00 .. w . .. _.. .. .. ...4.... �a, r RE'II'M ORCEM.ENT LEGEND ELEVATION LEGEND F ,. ..'.::':':.•:::...,, ENT: STRATA�lSG200 `'.' `� PQ . OF..QURVATUREz; �� REINFORQEM PT .POINT OF'TANGENCY' ::: �. �(GEOGRID REINFORCEMENT . :'. tt -- too..:GEOGRIp'LENGTH...IN'�FEEf D E b 6s.': c w m ELEV s L� ��ATION S A � o' ': ♦ ��. HORIZ:, 1 20' ri M _ VERT.:.. 1 5 ?� /iiii�fpEalp�uo ♦�.'.' ©Copyright 2010. Thiele Geotech Inc: r Uncut horized!copyigg, reproduction, ori�eusa SHEEP REVISIONS.:: t s47a cwwo ER ROAo 9i23i ,O:rRkVISE.DOWNSPOUT.;DRAINS PRIVATE.' RESIDENCE ®, ` on�aNa N @eR^sw.aatae WALL LAYOUT PLAN &::ELEVATION �� 02/65b2T71 R 3 1.x.302 RAMBLERIDGE `DRIVE Syw`v imeleeeoleCh com Dn TE. ,ioa NP. ..''. 1. L,O�VER.'TIER ThI61e Geotech Inc: 7/2/10 1.0240.00 ' GLAIR, NEBRASKA .. .. '... .. GEOTECHNICAL;�`MATERf lAt � ENNRONMENfAL ENGINEERING DB :MDS '. GB DJT '' 0 10 20 .. , ... ." :SCALE. — . \\. • „�� \�\ �� al al n OI�alnala41n �N \ .. '.. '.. .3 N I� :: :..:'IN WIN .... i N ;.: _ ` -;W�• , =I� : : =Id =' : '�� SIN aN o \\ \ \� DESIGN GRADE AT 1 aj 9000 X. 1 c ,, i Si; I sa rl: I r: t i p . i�i1 r I ; q 2. 1 � t +75 �k ' DESIGN GRADE':IN �` 70 __ FRpNT 1 . , ir ��V I: I I I I I •I 'd I ra ia' .1. 3 00 , . >3 +20 3+40 2t00” 2t20` + op\a ntl l I wgb4p�( REINFORGEM`ENT - 'LEGEND ELEVATION ' ' ` �-,-•� GEOGRIq REINFORG.EMENT (STRATA SG200) POINT:;;OF CURVATURE '- PT; POINT ?.OF TANGENCY. too GEOGRID LENGTH IN FEET T I 9 ELEVATJ,AN SCALE .. � HQRIZ; 1 X20 �� ' • O VERT 1 s^5 'rr .`©Copyright 2010 �" Thiele Geptech In4 a0101 "'`'� .`Unauthorized copying reproduotlon or 'r eusa ,is.':prohibited. SHEEP REVISIONS 13474. EtWNPSER RPAO PRIVATE '' RESIDENCE ® OMNN'N BL15KP :66133 LAYOUT PLAN & ; ELEVATION ��. da2(asa -2i�1 .... .'.. ,. .. .. nwrihlei' e0tec11.cm1 ERIDGE.. DRIVE ,• ft 11302 RAMBL pgTE JQB NO UPPER TIE Thiele Geotech Inc'` 7. %2 %4 O g oz4o 00 • LAIR, NEDRASKA B GEOiECHNICAI :- rMATERIAI .ENyIRONMENiAL ENGINEERING DB :MDS � CB. DJT • .. % Facing • y Tier f 15 lit 6 • eo 0� `tlf } G o lI St61�.: o ➢ I d 9 u 11l 0+05.0 to 0 +06.2 79.66 0+05.0 to 0 +06.5 81.33 0 +20.3 to 0 +39.8 Strata SG200 10.00 75.66 2 +10.0 to 2 +124 86.34 2 +10.0 to 2 +14.5 90 87 0+06.2 to 0 +08.5 79.00 0 +06.5 to 0 +09.6 80.65 0 +24.5 to 0 +39.8 Strata SG200 10.00 74.33 2 +12.4 to 2 +14.4 87.67 2 +14.5 to 3 +04.9 91.34 0}08.5 -to 0+10.9 78.33 0 +09.6 to 0 +12.6 80.00 0 +30.2 to 0 +39.8 Strata SG200 10.00 72.33 2 +14,4 to .2 +16.4 87.00 3 +114.9 to 3 +19.8 90.67 0 +.10.9 to 0 +13.2 77.66 0 +12.6 to 0 +15.9 79.33 0 +352 to 0 +39.8 Strata SG200 10.00 70.33 2t 16,4•to.t.18.4 86.34 3 +19.6 to 3 +27,0 90.00 .0 +132 .to •0 +15.8 77.00 0 +15,9 to 0 +19.9 78.66 0 +39.8 to 0+99.4 Strata SG200 16.00 74.33 .; 2 ±.-.. +0.2 +2p,5 85.67 `0+15.6 -to 0 +17.9 76.33 0 +19.9 to 0+24.6 78.00 0 +39.8 to 0 +99.4 Strata SG200 16.00 72.33 .2 +20.5 to.2+23 2 85.00 0 +.17.9 -•10 •0 +20.3 75.66 0 +24.6 to 0 +30.7 77.33 0 +39.8 to 0+99.4 ..Strata SG200 16.00 •70.33 ..........................._. ............................._. ....;. ;t2 • -• 3.2...to 2 +26.4 .....84.34 ... .. .. __ 0+20.3 to 0+225 75.00 0 +30.7 to 0 +39.8 76.66 0 +39.2 to 0 +99.4 Strata SG200 16.00 68.33 2t26.4 to 2 +30.4 83.67 :p +22,S,;tq, At24.5 74.33 0 +39.8 to 1 +65.5 76.00 0+42.9 to 0 +99.4 Strata SG200 16.00 66.33 y �2t30.4 to. 2+35.4 83.00 0+24 5 ..t O t26.3 73.66 0+46.8 to 0 +99,4 Strata SG350 15.00 64.33 2+35.4 •to,21•.42.9 '81.34 +2 0 73.00 .0 +50.0 to 0 +79.3 Strata SG350 15.00 63.00 _ 2 +42.9 . to 2160,2 81.67 0 ±26.3.;:0. t1.., 9 . 2 +60.2 to 3 +02.4 81.00 0 ±28 0 tq pt30.2 72.33 0+53.3 to 0 +68.5 Strata SG350 15.00 61.66 0 +30.2 ao .0}321 71.66 0+99,4 to 1 +64.5 Strata SG200 13.00 74.33 +02 9 to 3+06,3 81.67 3 .+0 Qt 33.7 71.00 0 +99.4 to 1 +60.5 Strata SG200 13.00 72.33 3 +083 to 3 +49.0 82.34 6+33 7 to.. A ±35.2 70.33 0 +99.4 to 1 +56.8 Strata SG200 13.00 70.33 3 +09 D :.to $1.11.0 83.00 0 +35 2 to,.0 #36,7 89.86 0+99.4 to 1 +53.3 Strata SG200 13.00 68.33 3+11 0 .'to,.'3 ±,13,q 83.67 0 +36 7 to ( t38,0 ;69.00 0 +99,4 to 1 +48.8 Strata SG200 13.00 66.33 3 +13.0 Ito. 3+15.0 84.3,4 0+38.0 0}39.2 H8.33 0 +99,4 to 1 +44.0 Strata SG200 13.00 65.00 3 +15.0 .Yo 3 +q7. 85.40 ` 0 +39 2 to 0+40,4 67.66 3 +17.0 - ao 3 +.1g,p • : 85.67 0 +40 4 `to 0 + 4 67.60 - 3 +19.o - to 3 +21 0. ; . $6.34 q 1 0 +91,7, <a4,Q*g3;9 6¢.33 3 +21.0 ,to 3 +230;1 87.00 0 +42 9 Yo ; 0+44:2 . ....65.¢¢ .. 3 +23.0 to. 3 ...87.67. .. , ... : 0+44.2 to.'.Ot45.5 85,00 3 +25.0 to 3 +27.0 88.34 0 ±45 5 to %0 +48 8 64,33 0 +96 8 to Ot48.3 83.66 0+48-3 to 0 +50,0 63.00 0 +50.0 to 0 +51.7 •• 62.33 .. sft'b ,'G¢ .q� Gifp�idlf� j!5 0 +51.7 to 0 +53.3 k� t?e�l, M:,x,Ele. Py ' + 3 to 0+5 ¢1.p0 2+144 to 3+.19.6 ;Strata SG200 10 00.x•. 89 67 0 +55,0. to 0 +65.3 60,33 2 +14.4 to 3 +21.p: Strata SG2g0. `'9,00 86.67 0 ±85.3 to . Q ±68.5. 61.00 2 +20.fi to 3 +17.0 ;$tr4ta SG2g0 :,8.00 83.67 0 +68 5 , to `0+74.7. 81:$8 2 +30.4 to 3+11.0 Strata} SG20Q.. 7.00 80.67 Ot. - . to 0 +29.3 .82.33 2 ±42 9 to 3+08.3 "Strata SG2Qq . :7.00 79.34 0+79 3 to 'Q 6 63.66 3.4.0 0 +894 to :0}99.,4 X , . 0 +99.4 to 1 +44.0 64.33 _ 1 +44.0 to 1 +46,5 1 +46.5 to 1 +48,6 65.66 ` 1 +48 8 to .1 +..5..0.8 1 +50 to 1 +5,2 .' '67;Aq 1•-52 1 to \\\\PO�,uamlC 1 +53.3 to 1 + . 1+54.5 to 1+55 .7 54 5 1+55.T 'to A I .J. 1 +56 8 to 1+57 8 '•70.33• 8 z= 1 +57.8_to 1 ±59.1 71:00 'g , e m. 1 +591 to 1 +60.5 71.66 ,�� 1 +60.5 to 1 +62,0 72,33 • 1 +620 to 1 ±63,3 73.00 e 1 +63.3 to 1 64. 73.66 . ��''wivi��91F /pFIHErBFP`y�l ^l+5 1 +64.5 to 1 +65.5 74.33 ®C 2010 - Thiele Geotech, lno. Qhorized copying, reproduction, or reuse is prohibited. se REVISIONS:.; .. ':. .. SHr -1 PRIVATE RESIDENCE AHA,N BWKA ®� 'OMAFW, NEBRASKA 68138 11302 RAMBLERIDGE DRIVE ■ 4041656.2171 WALL SCHEDULES 1N+w.lMeleQeoracn,cam : DATE} • JOB NO .'. GLAIR. NEBRASKA Thiele Geofiech Inc 7%2/10 10240 . - GEOTECHMCAL • M4TERULL • ENNRONMEMPL • ENGINEERING DB: MDS CB. DJ7 ' ' ow o. W� FENCE POST � °x TOP OF WALL ELEV. CONCRETE PATIO (PR SCHEDULES) UNIT. FILL of _ .. ...... ... ............................... .. ... ... _..... ..... ._.... .i ._........ _ ....... .... ... .. 1 .. .. ' .. .. ': ANCHOR VERTICA PRO 'RETAINING WALL UNITS .. .. VARIES .. : :. .. • , TOP OF : :FOOTING ELEV. , N i •:.,:. ; (PER SCHEDULES) . MAX i :I SLOPE .. FENCE POST.; 4H:1V ' I - • .4 DRAIN TILE ((CONNECT TO .TOP' OF WALL DRAIN ATI;OWEfZ WAIL TIER) (PER SCHEDULES)., l;- .: .. AP.� •GLUE IN PLACEc I :` -' - ' • ,I OOF ONSTRUCTIONE:AD ESN - I :: �' 1 i' `. , R_ G H E .. r ANCHOR, ER TICA' .GR N P RPENDICULAR, F. ER A V RETAINING WALL .UNITS TO WALLFgCE AUTO 71C SEi BACK .ryry :\ .: I..... . GEOGRID REINFORCEMENT .:GEOGRID A$`PER.SCHEDULES �+ 6 LENGTH :MEASURED•.FROM FRONT OF FACE OF -WALL .� .PLAQE <FIRST COURS E r:LEVEI I.: �, ': :6:TO PROPER LINE & `.GRADE b . BACKFILL gg 1 f, ` r 6 7 t G r. . 2 MATERIALL 4t Z.. �.eJ� I •� �.t TQP'::OF FO J OTING ELEV . •J 3/4 COMPACTED LIMESTONE P R::;S EDUCES r ` M .. lQR LF!�N;::CONCRETE:.. . .. w `� MAX': iz Y. 4 •DRAIN TILE:'t(CONNECT:' TO DRAIN AT LOWER WALL•TIER) 3 ° F Gi 2 L'. ROAD WALU;BASE ti�DA t L` (SEE gETAIL) ' z. LL BASE 175NTS NOT:TO SCALE �^T SECTION ';,�;areRF�EapS `�y3 REINFORCED WALL CROSS aunu,ulna> ,., U T re l roduction h ornreusels 'prohibited.`: NOT; TO SCALE ;': .., , .. •.. r. R ... PY 9 P ?. :REVISIONS 13A76.CµAND ER ROAD SHEET GJ23/70 CQRRECTED:HORIZONTAL gIMENSION ;; PR AT .�ESIDENIr.E ®' ` aMA kNEBRASKk balsa pE�AI�S 402/b662171 11 RAMBLERIDGE DRIVE; �® h,��! DATE:, , : jo No 302 LAIR' NEBRASKA Gegtech Inc?. 7/2 9�4o - qo . :..:. . - � > " �:' GEOTECHNICAI � MATERIAL��m-ENVIRONMEMAL •ENGINEERING DBt`MDS • CB: DJT ' qNC HOR,VERTICA PRO UNIT 8" MIN. MINIMUM 3 INCHES OF SOIL FILL REQUIRED 12 BETWEEN OVERLAPPING LAYERS OF GEOGRIDS FOR PROPER ANCHORAGE ...... ... ......\ ..• '•�� :,.. ..... `: _ .. ......... _ ..FRONT FACE OF WALL .•. 17.25 . ANCHOR VERTICA •PRO STRAI G HT FACIE GAP U NIT........ , ALIGN STRONG AXIS (MACHINE G NOT TO ..SCALE .' :DIR WHEREN ECTION) OF 'STRUCTURAL " GEOGRID•APERTURE PEI.PENpICULAR ;. .TO.iW FACE GRID AT FACE ECESSARY 12 GEOGRID :0R'IENTATION GEOGRID PLACEMENT O.N CURVES NQT 70 SCALE NOTiTO SCALE; 8 � ` FENCE POST V 8� Q 'PRO ANCHOR VERTICA „ �� STRAIGHT FACE UNIT ` NOT TO SCALE _ TRIM, GEOGRID . ci i AROUND SLEEVE. - � � C 8"x36' SLEEVE FOR POST-' COVER' TOP INSTALL SLEEVES WITH 9 i i r WALL.` COORDINATE MAIN TAIN :L1L. 'LOCATIONS WITH: .FENCE 1 po"`a a " ° C u °u niiip RUNNING �... .. a INSTALLER. (� ��, a BOND F is REMOVE TAILS OR 7 p I c> ' .. NITS ... _ USE VERTICA: -U 4M d 8 .. _ m WALL BASE � . •, , SECTION PLAN WALL BASE STEP DETAIL — FENCE SLEEVE DETAIL ®cDPm9ht 20,o Yn�e�e Gecte�n Jnc ?NOT •TO :SCALE NOT;TO .SCALE .::. Unauthorized copying, .repfOdUCtfon, 'or reuse Is . prohlblted: SHEET `REVISIONS; "'�� ..::.7sa78,g9W PIER ROAD PRIVATE RESIDENCE • :® ronvHANERRASxAbeiae R EIET ATi� ; � 1 Q2 ::RAMBLERIDGE DRIVE Qo�66��,7, Jo CONTINUED �nwx�l�eaorxn.o«n ' DATE ;e No. BLAIR, NEBRASKA Thiele �eotech Inc �/2/, o 'i o240 00 OJT . .GEOTECHNICAL • MATERIAL ENVIRONMENTAL •ENGINEERING DB: MDS ' CB: 1. 'THE.C.ONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION SITE SAFETY. THIELE 7• ; (CONT I N SHALL FILL CAVITIES WITHIN AND BETWEEN THE UNITS, AND EXTEND A MINIMUM GEOTECH, INC. (TG) SHALL NOT BE RESPONSIBLE FOR MEANS OR METHODS OF bF..B INCHES BEHIND THE FACING UNITS, CONSTRUCTION OR FOR SAFETY OF WORKERS OR OF THE PUBLIC. 2. THIS DESIGN IS BASED ON THE FOLLOWING SOIL PROPERTIES: 8. GEOGRID SHALL BE STRATAGRID SG200 & SG350 MANUFACTURED BY STRATA SYSTEMS, INC. VERIFY PROPER GEOGRID TYPE, ELEVATION, AND LENGTH AS SHOWN ON THE SCHEDULES. PROPERTY RRTAINED SOIL FOUNDATION SOIL REINFORCED SOIL .' GEOGRID GEOGRID MEASURED FROM THE FRONT FACE OF THE WALL. ORIENT THE k I. RRICTION ANGLE - "28° 28° 30° STRONG A�$ (MACHINE DIRECTION) OF THE GEOGRID PERPENDICULAR TO THE WALL UNIT:WEIGHT -y 920 PCF 120 PCF 125 PCF .. FACE THE.G9OGRI.q.,501L REINFORCEME OVER THE LOCATOR NT SHALL BE LAID HORIZONTALLY ON , 0.:: ` COMPAOT.E6,BACKFILLAND HUBS.ON THE FAC C.OHESION - C 0 100 PCF GEOG ING UNITS. PULL soli TYPE .......... ... 4EAN.C!AY LEAN CLAY PILL,$p Nq.. RID SAUtTO REMOVE ALL WRINKLES OR FOLDS BEFORE BACKFILLING. DO NOT ROLL .... , .. _... , (SELECT IM GEOGRID RVER PORTED) THE•TOt OF THE FACING UNITS. GEOGRID DbES NOT NEED TO BE QVEERLAPPED. IN THE'ACROS$ THE ROLL DIRECTION. GEOGRID SHALL NOT BE SPLICED BY ;:OVERLAPPINGIN. HE ROLL DIRECTION. ON OUTSIDE CURVES, PLACE 3 INCHES OF SAIL .:;$.ELECT /IM,PORT,ED FILL IS REQUIRED FOR THE LOWER WALL ONLY. •THE. URPER.WALL IS ..' gETN/EEN OVERIAPPING GEOGRIDS. DESIGNEp NATIVE BACKFILL WITH THE SAME PROPERTIES AS THE RETAINED SOIL 'SOIL PROPERTIE ESTIMAT S ARE ED BASED ON PREVIOUS OBSE RVATION AND TESTING.ON, THE SITE.. - . -:. ... R $ELECT GRANUKLAR MATERIA,LAWITH H F,OL GRADATION A FILL . , 9. BACKFILL MATE :. .. SAND OR OTHE „ , 3. THE,WALL BASE DESIGN A$SUMES,.A NET ALLOWABLE BEARING PRRS%RE OF:3,000 PSF.. US ST NDARD S IZE P�Rr ENT PASSING THE . SITE GEOTECHNICAL ENGINEER SHOULD, OBSERVE THE BEARING CONDITIONS AND, �� -.EVE S ADJUST THE THICKNESS OF TOE A. BASE TO ACCOMMOPAT SOFT CONDITIONS, IF ' . 9/¢" 100 NECESSARY. ,: -. .. .. #200 ,0 -5 IONS ARE MEASURED ALONG FACE.OF THE, EXCAVATED ON -SITE SOILS OR SELECT GRANULAR MATERIAL MAYBE USED TO.FILL THE 4. STgTIONS.AND.LAYOUTDIMEN$ .. ZONE BEHIND THE REINFORCED MASS OFTHE LOWER WALL. EXCAVATED ON SITE SOILS BOTTOM {COURSE. lSTEP.$.)N THE:TQP.AND BOTTOM OFWALL MAY 13,E ' ADrz' .. HE, FREE FROM ORGANIC MATTER AND DEBRIS.MAY BE USED AS BACKFILL MATERIALWITHIN 'NEAREST.WHOLE:BLOCK ON EITHER SIDE QF THE STATIONS INDICATED INTHE FACING THE REINF...ORCED MASS OF T.HE,UPPER WALL AND.FO.R ALL,OTHF,R.FILL QN -SITE, :QFF.-$ITF, SCHEDULES.: .:..: _ .:'� BORROW IF. REQUIREq�SHALLBE 'A.CLEAN,INORGANIC,SILTORI -EAN ):AYWIT ALIQUID: ' C H ,. - - - - - -- ` - "' LIMIT LESS? HAN45` AND:APCASTICITYINDFJCIE$STHAN20 Bu CFIL�LMATERIALS 5. SEGMENTAL UNITS.SHALL.P.E VERTICA PRO RETAINING WALL UNITS MANUFACTURED, . . ;APPROVED: BY $ PRIOR TO. ; S ,CKFILL SHAG ' BE' �' � •UND R_LICEN$E F.RRM:ANCHQR WALL. §YSTkM.. ..UN $HALL HAVE A BEVELED SPLIT PLACED IN'MAXIM4k1,8.INCH.L00SE LIFT'S AND C.p C MP. 7 ACTEg TO A.OHESMINIMUM OF 95.PERCENT $FLIT FACE ,;CQLOR SHALL.BE GREY• OF STANDARD P. ROCT.Of.t ( ASTM. p698). 'MpISTUR.QNk`NT.QF.:CIVE SOIL SH000D.BE CONTROLLED ANDMAINTAINED WITH,,IN -3 TO, k4 PERCENT,QF.,QPTIMUM. BACKFILL SHALL BE 6 , THE WALL_BASE SHALL'CONSI$T OF ROCK OR RECYCLED :PLACED, SPREAD,.'AND. COMPACTED FROM RACING UNIT$'.p r WARD TO MINIMIZE THE, : CONCRETEAGGREGATF; WITH TAE FOLLOWING GRADATION ,DEVELOPMENT OF WRINKLES.IN AND /OR MOVEMENT.OF:THE GEOGRID. ONLY HAND - OPERATED US STANDARD 81EVfiSIZE - PERCENT P,OSSING COMPACTION EQUIPMENT SHALLBE ALLOWED,WITHIN.3 FEET OF WALL FACE H /¢.:...:. +'80 -100 10, ENSURE EACH COURSE IS COMPLETELY FILLED AND BACKF.ILL PLACED TO.THE SAME_ #4 0 5p LEVEL PRIOR TO PROCEEDING ..#4 COURSE. 'ENSURE AD.IACRNT UN17$ .ARE:IN #200 010 , . , . CONTACT SO THAT UNIT ESCAPE THROUGH THEUOINT BETWEEN :UNITS. :GAPS GREATER THAN.118'::SETWEEN UNITS.SHALL NOT BE ALLOWED : FULL BLOCK UNITS ' .. .. THE WALL BASE SHALL BE PLAGEDAS SHOWN, ONTHE.DRAWINGS,, :THE BASE SHALL BE FORWARD,TO ENGAGE:T.HEALIGNMENT HUBS.ON.THE UNIT:BELOW. APPLY CONSTRUCTION COMPACTEDSO'AS TO$RQVIDEA FEVEL AND.MARp.SURFACfi OIy TO PLACE THE .,: ADHESIVE TO UNDERSIDE OF.THECAP UNITS AND TO ANY CUT UNITS. . FIRST COURSE OFUNIT.$,,'GRANUTAR BASE .MQTRRIAL':SHALLtBEGOMPACTED TO A MINIMUM 95 eERGENT:0F.8XANPARq PROCTOR (QSTM p.698). FOOTING SHALL 11 MAINTAIN TEMPORARY GRAO,ES TO DIVERT.SURFAQI WA,T.ER,AWAY FROM THE RETAINING �SMOOTHED,TO ENSURE: CAM? .LE.T.E,CONTAC�;QF..:RETAIN.ING WALL,UNIT WITH,BASE. WALL EXCAVATION. SLOPE FINAL BACKF.ICLTQ P.,RQVIDE POSITIVE.ORAINAGEAND TO.,':. a . SURFACE OF( GRANULAR. BASE MAY: BED, RE „S3ED:WITHFkE.RAGGREGATETO�AID . ": " LEVELING. THE THICKNESS OF DRESSING.LAYER.SHOULP NOTE2SCEEp 3 TIMES THE : ELI MINATEPONDING. -: - MAXIMUM PARTICLE SIZE USED. THE CpNTRACTOR MAY LEAN CONCRETE 12 CONSTRUCTION EQUIPMENT:SHALL NOT.BE_OPERAT,EDAIREGTLY ON.THE.GEOGRID. A • , , '- MINIMUM 8,DAY COMPRESSIVE STRENGTH OF2,500 PSI FOR THE GRANULAR BASE :',MINIMUM- BACKFILL THICKNESS ..QF;5INQHES.IS.REf11UI,REp QRIOR,TQ QP OF.: _ :. , . 'WITH R MATERIAL. EQUIPMENT OVER THEGEO,GRID: TURNINGSHOULD .BEKEPT :.T.OAMINIMUMTQPREVENT” \ .P G �� T IAL. UNIT FILL MAY BE.EITHER TRACKS FROM DISPLACING THE, FILL AND DAMAGING THE GEOGRIp. wa 7. UNIT FILL SHALL BE A CLEAN.COARSE GRANULAR.MA, ER ' ROAD GRAVEL OR SCREENED. ROCK.METING.ONE OFTHE FOLLOWING 13. COORDINATE LOCATION OF FENCE POST SLEEVES WITH FENCE INSTALLER. 'CUT GRADATIONS: OEOGRIDSrAROUND : .T,HE SLEEVE S COORDINATE INSTALLATION :OF THE UTILITIETIN. D _ OID DAMAGE•TO.T HE` • • Z .REINFORCED ZONE BEFOREiPLMCING FINAL;GRID LAY.ERS.TQ AY S� ROAD GRAVEL' •CRUSHEDROCK :REINFORCING GRID..`LO.NGITUpINA4 CUTS MAY BE MADE IN THE GEOGRID TO INSTALL GRID 67 e ' I,JSTANOARD4IEVESIZE PERCENT PASSING ' PERCENT PASSING 'AROUND OBSTRUCTIONS,. D. ONOT, MAKE TRANSVERSE CUT SACROSS.THESTRONGFIBER OF THE GEOGRID. 3/4 100 r/9 SAP 70100 Tf ,50,75 0 -40 _ l #.10 26 10 Thiele., eotech n - " ' 0 5 .' d reproduction, or .:reuse is prohibited.'` pCopyright #SRO ... 0 b ' Unauthorize SHEEP: REVISIONS .. 13478 C ROAD OMAHh . R .. ' .1 NE 68738 PRIVATE ESIDRNCR GENER9+,'NOTES bp 27 1302 RAMBLERIpGE DRIVE. may +hl� oAi JOB NO: BLAIR, NEBRASKA . 90t6Ch Inc 7/2/10 10240.00 OTECHNICAL • MATERIAL • ENVIRONME.4 INEERING DB: MDS CB: DJT TG THIIELE GEO TECH , INC COMPACTION REPORT Project: Brusegaard Residence Job No.: PM: 04628.0 D. Thiele Phase: Grading Location: 11300 Rambleridge Drive, Blair, NE Copies to: Environmental Systems ( Brusegaard), Double D Excavating (Doll) M -D Data Requirements Test Results Test No. Date Location of Test Depth Soil Test Max Opt Remarks M Tested Description Method Dens C Comp MC Dens MC Comp MC Pass/ (pcf) MC N ( +opt) (pcf) ( ��) ��) ( +opt) Fail D24293 11/12/04 60' W of road, SW corner of fill 20' bg brown lean ASTM 104 18 95 -3/+4 99.0 20.2 95 +2 pass 1 clay D2922 (assumed) (assumed) Std D24294 11/12/04 40'W of road, NE corner of fill 20' bg brown lean ASTM 104 18 95 -3/+4 98.9 21.5 95 +4 pass 2 clay D2922 (assumed) (assumed) Std D24295 11/12/04 40' W of road, NE corner of fill 18' bg brown lean ASTM 104 18 95 -3/+4 101.7 19.7 98 +2 pass 3 clay D2922 (assumed) (assumed) Std D24296 11/12/04 40'W of road, NW corner of fill 19' bg brown lean ASTM 104 18 95 -3/+4 99.5 19.7 96 +2 pass 4 clay D2922 (assumed) (assumed) Std D24297 11/13/04 35' W of road, NE corner of lot 16' bg brown lean ASTM 104 18 95 -3/+4 99.0 15.5 95 -3 pass 5 clay D2922 (assumed) (assumed) Std D24298 11/13/04 60' W of road, SE corner of lot 16' bg brown lean ASTM 104 18 95 -3/+4 102.3 18.1 98 +0 pass 6 clay D2922 (assumed) (assumed) Std Test numbers followed by a letter indicate a retest 13478 Chandler Road, Omaha, Nebraska 68138 402/556 -2171 (Fax 402/556 -7831) TG THIELE GEOTECH , INC COMPACTION REPORT Project: Job No.: PM: Brusegaard Residence 04628.0 D. Thiele Phase: Location: Grading 11300 Rambleridge Drive, Blair, NE Copies to: Environmental Systems (Brusegaard), Double D Excavating (Doll) M -D Data Requirements Test Results Test No. Date Location of Test Depth Soil Test Max Opt Remarks Tested Description Method Dens MC Comp MC Dens MC Comp MC Pass/ ( /°) ( ±opt) (pcf) ( / ( /o) ( ± opt) Fail (pcf) ( %) D24419 11/15/04 80'W of road, SW corner 14' bg brown lean ASTM 104 18 95 -4/+4 106.5 17.5 100 -1 pass 7 clay D2922 (assumed) (assumed) Std D24420 11/15/04 35' W of road, NE corner 14' bg brown lean ASTM 104 18 95 -4/+4 102.5 20.0 99 +2 pass 8 clay D2922 (assumed) (assumed) Std Test numbers followed by a letter indicate a retest 13478 Chandler Road, Omaha, Nebraska 68138 402/556 -2171 (Fax 402/556 -7831) o Cd 10 LO v !�. y O S3 _i —i La1 c L° Y °v � a`pi U� �� a� to a0?. ,'• y E N W ° ¢� r ' r ruuunuulma�� u � ° ° L J �; m ¢ a � Cd z r, cC y o o w W �- LLJ Z t o O VZ a o ° n cc o Cd an � � z ° c o 3 � °� w i � d ° z >, p A s «s as o W �o A p r~ o — p. . N � F A z a y a cC a, M J O Q . p —Cd vi Q en C) w , ,. = J 0 N Q Q cz to N O Fr O N° LLJ 3 W C7 ci c a n ) a�'i Cd cd C4 N C) d = §k 0 LO � J § & m § j 2 Lq z &� o « d \ 2 2 0 § _ CN 0 \ \ § A2 c co o y w m o O m / \ § \ \ § k W « W s - - ° § 4 0 r § a R 2?»� 2 w U) k § \ § § 0 - U ca w § LL. \ % k / \ \ \ \ d @ § \ ) - �� m 2 k« co 0 § \ « o E w w b >1 k� { z \% §= E Fla E c . 0 o m o E ( o / o @ § \ k \ ( \ k 0 k �_ G « _ Ir 7 = w o 0 2 0_ W w o o f a. g G e 5 Cl o ƒ LLI / E k * ° 2 �� m / / k k / \ \ r » D co cn M 0 ® /C \ // j a z w w m� z m - >_ -C >_ U 2 2 2 § R 0 7 F \ \ \ \ e -j g @ 2 a u Z3 _ - § \ p / k 0) § )E § e R e 2 w - �� k - 2 2 0 Y K a a LU LU Cl) o r U ti o 0 LL Qa W U) _ N o o C) W y .J o mr 'd' r N w a O N F 0 o a J Z Z Z w O a cn v rn co o = fi r N r N Z W O IL IL Z m C o o v m rn O H v Q o co rn rn o rn O � c ch o ° v M p Q rn m cP m co W 0 0 0 0 0 c� V r N � H = Z LU � W W W e Lq o co C? o D D Z L c z M W w r� rn cD W N Z i N N N N N d O O c W U rL Q C rn 'v N N N N N L ,O W (A � N 16 N 16 {V�y`kf a s , , cn ui (D O) C co v- �c N w o a N I? 'Q I? N cy) Z x r W co c C7 o z _ A K O m a vo O Z d J m