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N: 1� .,� ,J,' T ,m+ -..� ,;`� � ,, ' •z�, r� - .f:.., r zi <«,,. _ ?� �, r� }� 7-. ,efii1 Pt s II � r�,,3 "y 7 �f�e „j� � r a I .'d ��"`�I` a ,r n r� +: vr•1.� n 11 'YY `'v k a .I I 'ta IN �I ,� sacral ��31�tirti'� x1 P Pf1�ra n111.ralhr „�.:u6 ' Q �� }�,_ ae !�.f"� 1 }�i,',I�G+'1 I�i �✓� §' "��f�.a3�s�,,. ?� 3�� e��e�'�;f 19,,.11 DACE S y fi� 1l ilk d l �dhi {N��1� YI �E , P/ Y�� KEYSTONE LANDSCAPING INC, INC � r T - 111 i h 11. 1 `„ �1 I ,S11 11a r ��h 1' yua J? -sF„ ,,fir _ yir 1'�!� Y31 1 . �1`�i6 J c h� ";I r �� .{ II:!, 4;- �.TE.. , :;. 66090 COUNTY ROAD �r,klr ,: Im�.a �,hl1l 3 V, ,fir..: �.rr+ Iw , ,'.:.� 11 !fT>4lry�n '�� ._ � ill �. AY OUT ; k 1"I �, 17: ,aa :L h � 4 un q.a 1 ,. 1 "� r�� I ;.�.. Zl:I: w e 1�t - ��:I ('� I, LJI. J� , ,x.' _. _ rll ,1� �?.;R21 t.�e�M1 hll,Iil: �1, 1 11,_1. r l ,�,I ,x� hu�l � � itl� r .. d u- �-1 ::!.: o- 1 111 1 ,II : , Y � , . .' I I l r ., ALL ::- AY n i ' ti. 1 11,. 1 f .31 .:+ k ii 6x,'1 I�j' .;:� Il IR NE 68008U PLAN 1 � 'r '} 1'�f��n4+ #Ir �4 � II , � �,{' I , � ,� 1 � � 111 {y z tr u 1 °, ay 1 , 1 -i.. 3 ilh t 1 1 i G � 1 I � �y 3 1 @ � I( "II �1 1 1 11 1 1 ry J ' 1 ..''�y I� J Ji ji' I '�1 ^mM"L :' Il,.l� p � Il 1 . >�., [�fl,l � 1,3 k 1 � 1 4 k 1Ii, h 9 Y -, F>c e kJ i i1'�S �I�I.��''6I "I i . 1' .. $, s 11i4`I'� :�t- Y' ` cc,...- `.:. ?; 1 „r, _.1 ' 402/510 �C1T 1 PLAN.,., COPJTiNUED , r lxi1 1'l ii 1111111 �N te,iLull I dll..h_F' { t 1 ;J L .I. rx:5 rr 1 Ir? ?dt i 1 1 ;, 6izllll I 7 II hli ✓ - 1 ! �,, .,_..._ . � 1, 1 I Iti}�Yli 1 � ; 111,11 lla {111 II�n 1F ik::u 1,14 k;pl.'f.. II 1 Ili 14y1 VsGdU�I I IIS F :q,: . W'� i t Ill 7yq:1 �y 1 1.1,1 I 1 1 1 ;IIj II V VIII 4;111 flilll,l r:.t, t.AL L ` - p E ` /'i - _ 1.,I Il 11..3�1�= uu�l'hi p!I 1�IIri I� # > -, Ia I .1 I1: >,d r ; -.,:;• ...1..�Tii��: t � t yIll r� c,l �,:{,I I � I 4 ��71t�Illlll,u;11 1 _ ;. � .. IJl 1 �I � L�1111 � 11 I 1 �I 1 , Il, 11 a. 7 :.1 . I 1L I II, �T +I' k I I I I I II i' 71 I h S 1fll I I III 1�� r , u r,11111�p �e NOTE: ter.` 64T Il L L f I 1l h�,lhLl ;' ti� 111,.1 J III1� 111I1 1 L�I:} I,�� tic M !,: Ji ill WI11411 Illl 4r " 111p 117f�ih ! M' TR TRUED' �I+Ir rm poi, tIJUL L ��I� �ilr LAYOUT AND ELEVATION ARE BASED UPON SITE/ GRADING PLAN � '� ' �� ��3 ' #f rflk ti?v BY OTHERS. TG NOT RESPONSIBLE � 1 „r l i$ r �II� � ;wl �f i IrI I IC�, ROSS' Ir,SEG�TiOr� 1 , r k� '; OF THE OVERA LE FOR DRAINAGE OR SUITABILITY 1,.�i��a �r�f, 4111a + - !, ,�rl1 +� ��,'1II 11,iF1 ;Ir14i t�� LL SITE DESIGN. „ niR9��1 ' �' �I'L 1� l I 4 s� r I DET r I, { 15 4 1 i � � IT } � li jp y 1 III I I �,. I 1 1 k - t a 11111 Ir ., rte+ h 1111 � r a s "� R�'1 4a���a kI' DETAI�1TINUED " r� RR I ,�4 NOTE �i�fx Fr` IIL II CII� 1 � � 113 Ut � r Dlgg2YS HOtZlT22 to 5 1' I { IIr11;9� i t 1S.rr �l Of rr+�,it {tk.l 1 11 1 � �i �11 , , llllillllll BbTQS -a \,����� Uio li 1 I 1 c r�r d v C 1 ''yz \ l 344 -3565 i + ' �Ii�W1Y QA 1 (METRO OMAHA) �F r} 5 Y}t�1r 1 -800 -331 -5666 tr (STA7E14� di i W DA I J. UNDERGROUND UTILITY LOCATIONS SHOWN. IF ANY, ARE FROM I ' J 1 " �r1L1 11 I v h i• I } + �.� INFORMATION PROVIDED TO US BY UTILITY COMPANIES AND BY i ist� 1 1 r f I n OTHERS. THESE APPROXIMATE LOCA110NS ARE PROVIDED FOR GENERAL INFORMATiON ONLY, AND THEY MAY NOT BE ACCURATE � ® � 1 NOR COMPLETE. FOR SPECIFIC LOCATIONS DURING CONSTRUCTION ' ' ' ' • b CALL DIGGERS HOTLINE 402/34'4 -3565 (METRO OMAHA) r +rnunuuu�� 80 0/331 -5666 (STATEWIDE) PRIOR TO DIGGING. ©Copyright 2007 — Thiele Geotech,_ Inc. REVISIONS: _— Unauthorized copying, reproduction, or reuse is prohibited. SHEET: TI TLE INN in ,fie ® s t ± T N l � O 1 MAH 7 8 CH A NDLER ROA o PAGE l]B Li e P k# Aar V la 402/556-2171 www,thlelegeotech,com DATE: JOB 140: B�.AIR, NEBRASKA Thiele Geotech Inc 12/10/07 071 01 .02 � GEOTECHNICAL ■ MATERIAL ■ E NVIROMENTAL ■ ENGINEE DB: LAH CE: K-A,J I 30 Light Po r P 0 25 50 SCALE: 1 "= 50' Tel hone eaestal NOTE TV INDIVIDUAL LIZ B LOCKS SHOWN SON YN Light ! P (NOT TO SCALE) 3 I z PROPOSED 13UILDING o E 0 Z J m w w ® �� 0 O O M Cr 0 CL 3 Light 0- — I P -- If I I j T77 - PURIRE DRAIN CONNECTION r1,1DV DE TD I ' STURN SEWER, STUB UNDER WALL AND EXTEND 10' BEYOND RLY 3 RA D1 T PERMIT I RE —ROUTE PLANNED WATER Ligh MAIN FROM UNDER WALL t Po � I 32.0' w GRID LENGTH � f t w- w 6' DRAIN PIPE -TEE TO DRAIN TILES 4 O\tW��. \ \ \ \ 1 \\ \11 11111111111 11 / GTH // \��` APL • C r y + o, F❑ + GRID LENGTH ID LEN I Pole — — �e� _ ESOP �° __ E 6 $ z = h - -- ���_ o %� - - - - � •. � ' ���� ,� 101 I /i� gT £ REVISIONS: ©Copyright 2007 — Thiele Geotech, Inc. /���1111Hjpjjp111 \ \ \ \ "� L� Unauthorized copying, reproduction, or reuse is prohibited. ed ® CEN SHEET: `Ig HIGH 30 P 13478 CHANDLER ROAD V Bp OMAHA, NEBRASKA 68138 R BL VD ,, 1J 402/556 -2171 A —° BLAIR, NEURASKA com \^nnv✓ Thiele Geotech Inc DATE: Joe NO: 2 12/10/07 07101.02 GEOTECHNICAL ■MATERIAL ■ ENVIROMENTAL ■ ENGINF:pp 1 I, r_ no. 42.6' 4" DRAIN TILE 0 15 30 BEHIND REINFORCING ZONE Q 0 SCALE: 1 "= 30' 6 +27.18 6 +50 7 +0 7 50 7 +6 .00 ° 6 +00 0 4" DRAIN TILE 2.0' ° ° 5 +85.35 r1T BEHIND BOTTOM BLOCK P P P o � > P 4 +20.58 4 +50 5 +00 5 +43.52 5 +50 n 4 +00 3) FR + �— 11 M M �I NI L TH8 R7 NOTE: • '. ,•'• i .� INDIVIDUAL BLOCKS SHOWN '' %' pF'NEBR? FOR VISUALIZATION ONLY (NOT TO SCALE) ©Copyright 2007 — Thiele Geotech, Inc: Unauthorized copying, reproduction, or reuse is prohibited. REVISIONS: L H OMET O WN C T 13478 CHANDLER ROAD SHEET: WALL LAYOUT YOUT Pp OMAHA, NEBRASKA 68138. R3 td l 1 r Gv AY 30 & PLEASANT VALLEY BLVD 402/556 -2171 (CONTINUED) www.thlelegeotech,com DATE: JOB NO: BLAIR, NEBRASKA Thiele Geotech Inc 12/10/07 07101.02 GEOTECHNICAL ■ MATERIAL ■ ENVIROME ® ENGINEERING I DB: LAH CB: KAJ i 1210.00-- BEGIN WALL E.O.R. @ E.O.R. STA. 0 ±00_00 STA_ Z+14 .7 STA_ 2 ±87.73 i 40.0 1205.00 40.0 :- 1200.00 2.0 _1 140 -0 REINFORCEMENT LEGEND - -�+ GEOGRID REINFORCEMENT (STRATA SG200) 32 • D - _. -��.� 40.0 «--- -■ GEOGRID REINFORCEMENT (STRATA SG500) i 10.0 LENGTH IN FEET 32 40.0 1195.00 32.0 40.0 I j 20.0 32.0 40 0 1 190.00- - - 20.0 32.0 40.0 ' GRADE BEYOND WALL I � I 20.0 32.0 40.0 . _ 40.0 20.0 32.0 40.0 1185.00 40.0 20.0 - 32.0 40.0 _ 40.0 1 4.0 20.0 32.0 40.0 32.0 40.0 1180.00 12.0 20.0 32.0 40.0 32:0 40.0 10.0 20.0 32.0 40.0 32.0 i I 40.0 10.0 20.0 32.0 I 40.0 1175.00 "i 20.0 32.0 I I 40.0 y 10.0 20.0 32.0 - 40.0 20.0 32.0 6, I 40.0 `\\ \U \ \ \1111111111111///J//J,,JJ ilri!a 40.0 J i tint. , „u1 ... -n� I. r} , r4;+, n I�,rE 4. , 74S .�„ 20.0 32.0 ."'� tai i •.r 9 ..11ti a 'k.? ' 32 0 1170 00� y r �. . s = J, �• 40 'W AIL '�- <, rt =xw�tii� �,'t,�1,t i+� �'' k a ''I ll _i s W �.� _ - _ T 1 JG �rl! =fig. r +� 7.. i,y - .i r1aE,`u'1- Mf �� in ,-f . LiM.R�,�w k�+:;.f ilti� 1. .ik l-ai ",i - ._ = E 6 8 7 1168.00 GRADE IN FRONT OF WALL : •� v ,•'• . 0 +00 0 +30 0 +60 0 +90 1 +20 1 +50 1 +80 2 +10 2 +40 2 +70 3 +00 3 +30 3 +60 3 +90 '�'i Tf OF N 0R 1P o`� \, � 0 �igirlunuuumu\\\\o � 1t l ©Copyright 2007 - Thiele Geotech, Inc. Unauthorized copying,, reproduction, or reuse is prohibited. REVISIONS: SHEET: C 13478 CHANDLER ROAD OMAHA, NEBRASKA 68138 R4 i e3 G A 30- ■ 'r A S V L 402/556 -2171 WAU ELE VATION www,thielegeotech.com PATE: JOB N0: BLAIR, NEBRASKA Thlele Geotech In 12/10/07 07101 .02 GEOTECHNICAL ■ MATERIAL . ENVIROMENTAL ■ ENGINEERING DB: LAH CB KAJ 1210.00 E.O.R. @ E.O.R. ® E.O.R. @ E.O.R. @ END WALL @ I STA_3+95.0 LTA. 5 ±43.53 STA_5 ±85.35 STA_6 ±27.18 STA_7 +66.00 E.O.R. @ ST A_ 4 +20.58 I 1 1 40.0 1205.00 40.0 REINFORCEMENT LEGEND (, 1 - -� GEOGRID REINFORCEMENT (STRATA SG200) 40.0 GEOGRID REINFORCEMENT (STRATA SG500) 1 1200.00-- 40.0 32. 1a.o LENGTH IN FEET j 1 40.0 32.0 I I I 1 40.0 32.0 1 I 1 1195.00 40.0 32.0 I I I GRADE BEYOND WALL 1 1 1 1 40.0 32.0 25.0 I i I 1190 .00 40.0 32. 25.0 I i 40.0 1 32.0 25.0 40.0 1 40.0 32.0 25.0 17.0 1185.00 40.0 1 40.0 32.0 25.0 17.0 40.0 1 40.0 32.0 i 125.0 17.0 1 40.0 32.0 1 1180.00 40'0 32.0 125.0 I 17.0 40.0 32.0 1 40.0 32.0 25.0 17.0 10.0 1 140.0 1 ® 32.0 i • 1 40.0 32.0 1 25.0 17.0 10.0 1 1175.00 40.0 32.0 40.0 32.0 25.0 17.0 10.0 1 40.0 32.0 125,0 40.0 32.0 17.!4 10.0 40.0 32.0 25.0 c 2 I _ D I L J. ••. 32.0 !k ?iai •��.ir �lc� f' , ,3F }�yi�. ��,u, !,.i� Kati ..ati(. tk�!, = - c +� -'��V � 4u w�t'.a i.r.,_.�;7uari 1170 .r� J.i,r�. n .T..rn�. ivy '1'd 4�. 1 ai ,. , r5. r 1 i p, .i . fi1r�'2�rIL�� = T I Z _ �_., 8 • P 1168.00 RADE IN FRONT OF WALL ` = 1 3 +90 4 +20 4 +50 4 +80 5 +10 5 +40 5 +70 6 +00 6 +30 6 +60 6 +90 7 +20 7 +50 7 +80 ����P4 [lf NEBRPS @Copyright 2007 - Thiele Geotech, Inc. Unauthorized copying, reproduction, or reuse is prohibited. REVISIONS: T N CE NTER SHEET: � 1 lr l� 1� 1 13478 CHANDLER ROAD WAU ELEVATION OMAHA, NEBRASKA 68138 R 5 r ■ � ,r � � �Y l i HI G HW AY, 30 p� V BLVD 402/556 -2171 (CONTINUED) OG PLEAS Y ♦li www.thlelegeotech.com DATE JOB NO BLAIR, NEBRASKA TThlele Geotech In 12/10/07 07101.02 GEOTECHNICAL ■ MATERIAL ■ ENVIROMENTAL . ENGINEERING DB: LAH CB KAJ I I Facing Schedule Facing Schedule Continued Station TOF Station TOW Station TOF Station TOW Elev Elev Elev Elev 0 +00.0 to 0 +03.2 1180.67 0 +00.0 to 0 +32.9 1182.33 4 +85.3 to 4 +90.6 1201.67 0 +03.2 to 0 +06.1 1180.00 0 +32.9 to 0 +98.7 1183.00 4 +90.6 to 4 +95.9 1201.00 0 +06.1 to 0 +08.7 1179.33 0 +98.7 to 1 +16.0 1183.67 4 +95.9 to 5 +01.1 1200.33 0 +08.7 to 0 +10.6 1178.67 1 +16.0 to 1 +33.9 1184.33 5 +01.1 to 5 +06.2 1199.67 0 +10.6 to 0 +12.9 1178.00 1+33.9 to 1+41.9 1185.00 5 +06.2 to 5 +11.1 1199.00 0 +12.9 to 0 +15.5 1177.33 1 +41.9 to 1 +44.7 1185.67 5 +11.1 to 5 +15.8 1198.33 0 +15.5 to 0 +18.1 1176.67 1 +44.7 to 1 +47.5 1186.33 5 +15.8 to 5 +20.3 1197.67 0 +18.1 to 0 +20.6 1176.00 1 +47.5 to 1 +50.3 1187.00 5 +20.3 to 5 +24.3 1197.00 0 +20.6 to 0 +23.2 1175.33 1 +50.3 to 1 +53.1 1187.67 5 +24.3 to 5 +28.3 1196.33 0 +23.2 to 0 +25.8 1174.67 1 +53.1. to 1 +56.0 1188.33 5 +28.3 to 5 +32.3 1195.67 0 +25.8 to 0 +28.1 1174.00 1 +56.0 to 1 +58.8 1189.00 5 +32.3 to 5 +36.6 1195.00 0 +28.1 to 0 +30.1 1173.33 1 +58.8 to 1 +61.6 1189.67 5 +36.6 to 5 +40.9 1194.33 0 +30.1 to 0 +33.9 1172.67 1+61.6 to 1+64.4 1190.33 5 +40.9 to 5 +45.3 1193.67 0 +33.9 to 0 +37.8 1172.00 1 +64.4 to 1 +67.2 1191.00 5 +45.3 to 6 +25.3 1193.00 0 +37.8 to 1+40.0 1171.33 1+67.2 to 1+70.0 1191.67 6 +25.3 to 6 +28.9 1192.33 1 +40.0 to 1 +80.0 1170.67 1 +70.0 to 1 +72.8 1192.33 6 +28.9 to 6 +32.5 1191.67 1+80.0 to 5 +50.0 1170.00 1+72.8 to 1+75.6 1193.00 6 +32.5 to 6 +36.2 1191.00 5 +50.0 to 6 +50.0 1170.67 1+75.6 to 1+78.5 1193.67 6 +36.2 to 6 +39.8 1190.33 6 +50.0 to 7 +66.0 1171.33 1 +78.5 to 1 +81.3 1194.33 6 +39.8 to 6 +43.4 1189.67 1+81.3 to 1+84.1 1195.00 6 +43.4 to 6 +47.4 1189.00 1 +84.1 to 1 +86.9 1195.67 ' ° 6 +47.4 to 6 +51.4 1188.33 1+86.9 to 1+89.7 1196.33 -' i 6 +51.4 to 6 +55.5 1187.67 1 +89.7 to 1 +92.5 1197.00 6 +55.5 to 6 +59.6 1187.00 1 +92.5 to 1 +95.3 1197.67 1 6 +59.6 to 6 +63.6 1186.33 1 +95.3 to 1 +98.2 1198.33 6 +63.6 to 6 +67.3 1185.67 1+98.2 to 2 +01.0 1199.00 6 +67.3 to 6 +70.7 1185.00 2 +01.0 to 2 +03.8 1199.67 6 +70.7 to 6 +74.2 1184.33 2 +03.8 to 2 +06.6 1200.33 6 +74.2 to 6 +77.8 1183.67 2 +06.6 to 2 +09.4 1201.00 6 +77.8 to 6 +81.5 1183.00 2 +09.4 to 2 +12.2 1201.67 6 +81.5 to 6 +85.2 1182.33 2 +12.2 to 2 +15.0 1202.33 6 +85.2 to 6 +88.9 1181.67 2 +15.0 to 2 +17.9 1203.00 6 +88.9 to 6 +92.6 1181.00 2 +17.9 to 2 +20.7 1203.67 6 +92.6 to 6 +96.4 1180.33 2 +20.7 to 2 +23.5 1204.33 6 +96.4 to 7 +00.3 1179.67 2 +23.5 to 2 +26.3 1205.00 7 +00.3 to 7 +04.3 1179.00 2 +26.3 to 2 +29.1 1205.67 7 +04.3 to 7 +08.7 1178.33 2 +29.1 to 2 +31.9 1206.33 7 +08.7 to 7 +13.5 1177.67 2 +31.9 to 4 +51.0 1207.00 7 +13.5 to 7 +20.6 1177.00 "\0 " C � r ' rr0 ���ni,, 4 +51.0 to 4 +55.9 1206.33 7 +20.6 to 7 +27.6 1176.33 4 +55.9 to 4 +60.8 1205.67 7 +27.6 to 7 +34.3 1175.67 . 4 +60.8 to 4 +65.7 1205.00 7 +34.3 to 7 +41.2 1175.00 '�. A I • ' c)'_ 4 +65.7 to 4 +70.6 1204.33 7 +41.2 to 7 +48.1 1174.33 �. - E 4 +70.6 to 4 +75.4 1203.67 7 +48.1 to 7 +55.2 1173.67 = �` �7 ; m 4 +75.4 to 4 +80.3 1203.00 7 +55.2 to 7 +62.4 1173.00 = P7 4 +80.3 to 4 +85.3 1202.33 7 +62.4 to 7 +66.0 1172.33 • . ® . • �. W NEBRP nrr �" ©Copyright 2007 - Thiele Geotech, Inc. nHwnpn" 'k Unauthorized copying, reproduction, or reuse is prohibited. REVISIONS: 0 O wvv N CENTER A IM SHEET: 13478 CHANDLER ROAD WALL SCHEDU OMAHA, NEBRASKA 68138 R6 lr J:a1! HI GHWA Y s30 p� P VALLEY 402/556 -2171 oG L www.thlelegeotech,com DATE JOB NO: BLAIR, NEBRASKA Thiele Geotech Inc 12/10/07 07101.02 GEOTECHNICAL ■ MATERIAL ■ ENVIROMENTAL ■ ENGINEERING DB: LAH CB KAJ Geogrid Schedule Geogrid Schedule (Continued) Geogrid Schedule (Continued) Station Geogrid Length Geogrid Station Geogrid Length Geogrid Station Geogrid Length Geogrid Type (ft.) Elev Type (ft.) 'Elev Type (ft.) Elev 2 +31.9 to 4 +51.0 Strata 200 40.00 .1206.00 1 +80.0 to 2 +10.0 Strata 500 32.00 1184.00 1 +40.0 to 1 +80.0 Strata 500 20.00 1176.00 2 +23.5 to 4 +65.7 Strata 200 40.00 1204.00 2 +10.0 to 4 +90.0 Strata 500 40.00 1184.00 1 +80.0 to 2 +10.0 Strata 500 32.00 1176.00 2 +15.0 to 4 +80.3 Strata 200 40.00 1202.00 4 +90.0 to 5 +50.0 Strata 500 32.00 1184.00 2 +10.0 to 4 +90.0 Strata 500 40.00 1176.00 2 +06.6 to 2 +10.0 Strata 200 32.00 1200.00 5 +50.0 to 6 +50.0 Strata 200 25.00 1184.00 4 +90.0 to 5 +50.0 Strata 500 32.00 1176.00 2 +10.0 to 4 +90.0 Strata 200 40.00 1200.00 6 +50.0 to 6 +70.7 Strata 200 17.00 1184.00 5 +50.0 to 6 +50.0 Strata 500 25.00 1176.00 4 +90.0 to 4 +95.9 Strata 200 32.00 1200.00 2 +10.0 to 4 +90.0 Strata 500 40.00 1182.67 6 +50.0 to 6 +90.0 Strata 200 17.00 1176.00 1 +98.2 to 2 +10.0 Strata 200 32.00 1198.00 0 +32.9 to 1 +40.0 Strata 200 14.00 1182.00 6 +90.0 to 7 +20.6 Strata 200 10.00 1176.00 2 +10.0 to 4 +90.0 Strata 200 40.00 1198.00 1 +40.0 to 1 +80.0 Strata 200 20.00 1182.00 1 +40.0 to 1 +80.0 Strata 500 20.00 1174.67 4 +90.0 to 5 +11.1 Strata 200 32.00 1198.00 1 +80.0 to 2 +10.0 Strata 500 32.00 1182.00 1 +80.0 to 2 +10.0 Strata 500 32.00 1174.67 1 +89.7 to 2 +10.0 Strata 200 32.00 1196.00 2 +10.0 to 4 +90.0 Strata 500 40.00 1182.00 2 +10.0 to 4 +90.0 Strata 500 40.00 1174.67 2 +10.0 to 4 +90.0 Strata 200 40.00 1196.00 4 +90.0 to 5 +50.0 Strata 500 32.00 1182.00 4 +90.0 to 5 +50.0 Strata 500 32.00 1174.67 4 +90.0 to 5 +24.3 Strata 200 32.00 1196.00 5 +50.0 to 6 +50.0 Strata 200 25.00 1182.00 0 +28.1 to 1 +40.0 Strata 200 10.00 1174.00 1+81.3 to 2 +10.0 Strata 200 32.00 1194.00 6 +50.0 to 6 +81.5 Strata 200 17.00 1182.00 1+40.0 to 1+80.0 Strata 500 20.00 1174.00 2 +10.0 to 4 +90.0 Strata 200 40.00 1194.00 1 +80.0 to 2 +10.0 Strata 500 32.00 1180.67 1 +80.0 to 2 +10.0 Strata 500 32.00 1174.00 4 +90.0 to 5 +36.6 Strata 200 32.00 1194.00 2 +10.0 to 4 +90.0 Strata 500 40.00 1180.67 2 +10.0 to 4 +90.0 Strata 500 40.00 1174.00 1 +72.8 to 1 +80.0 Strata 200 20.00 1192.00 4 +90.0 to 5 +50.0 Strata 500 32.00 1180.67 4 +90.0 to 5 +50.0 Strata 500 32.00 1174.00 1 +80.0 to 2 +10.0 Strata 200 32.00 1192.00 0 +06.1 to 1 +40.0 Strata 200 12.00 1180.00 5 +50.0 to 6 +50.0 Strata 500 25.00 1174.00 2 +10.0 to 4 +90.0 Strata 500 40.00 1192.00 1 +40.0 to 1 +80.0 Strata 200 20.00 1180.00 6 +50.0 to 6 +90.0 Strata 500 17.00 1174.00 4 +90.0 to 5 +50.0 Strata 200 32.00 1192.00 1 +80.0 to 2 +10.0 Strata 500 32.00 1180.00 6 +90.0 to 7 +41.2 Strata 200 10.00 1174.00 5 +50.0 to 6 +25.3 Strata 200 25.00 1192.00 2 +10.0 to 4 +90.0 Strata 500 40.00 1180.00 1 +40.0 to 1 +80.0 Strata 500 20.00 1172.67 1 +64.4 to 1 +80.0 Strata 200 20.00 1190.00 4 +90.0 to 5 +50.0 Strata 500 32.00 1180.00 1 +80.0 to 2 +10.0 Strata 500 32.00 1172.67 1 +80.0 to 2 +10.0 Strata 200 32.00 1190.00 5 +50.0 to 6 +50.0 Strata 200 25.00 1180.00 2 +10.0 to 4 +90.0 Strata 500 40.00 1172.67 2 +10.0 to 4 +90.0 Strata 500 40.00 1190.00 6 +50.0 to 6 +92.6 Strata 200 17.00 1180.00 4 +90.0 to 5 +50.0 Strata 500 32.00 1172.67 4 +90.0 to 5 +50.0 Strata 200 32.00 1190.00 1 +80.0 to 2 +10.0 Strata 500 32.00 1178.67 5 +50.0 to 6 +50.0 Strata 500 25.00 1172.67 5 +50.0 to 6 +36.2 Strata 200 25.00 1190.00 2 +10.0 to 4 +90.0 Strata 500 40.00 1178.67 0 +37.8 to 1 +40.0 Strata 200 10.00 1172.00 1 +56.0 to 1 +80.0 Strata 200 20.00 1188.00 4 +90.0 to 5 +50.0 Strata 500 32.00 1178.67 1 +80.0 to 2 +10.0 Strata 500 32.00 1172.00 1 +80.0 to 2 +10.0 Strata 200 32.00 1188.00 0 +12.9 to 1 +40.0 Strata 200 10.00 1178.00 2 +10.0 to 4 +90.0 Strata 500 40.00 1172.00 2 +10.0 to 4 +90.0 Strata 500 40.00 1188.00 1 +40.0 to 1 +80.0 Strata 500 20.00 1178.00 4 +90.0 to 5 +50.0 Strata 500 32.00 1172.00 4 +90.0 to 5 +50.0 Strata 200 32.00 1188.00 1+80.0 to 2 +10.0 Strata 500 32.00 1178.00 6 +50.0 to 6 +90.0 Strata 500 17.00 1172.00 5 +50.0 to 6 +47.4 Strata 200 25.00 1188.00 2 +10.0 to 4 +90.0 Strata 500 40.00 1178.00 6 +90.0 to 7 +48.1 Strata 200 10.00 1172.00 2 +10.0 to 4 +90.0 Strata 500 40.00 1186.67 4 +90.0 to 5 +50.0 Strata 500 32.00 1178.00 1 +40.0 to 1 +80.0 Strata 500 20.00 1171.33 1 +47.5 to 1 +80.0 Strata 500 20.00 1186.00 5 +50.0 to 6 +50.0 Strata 500 25.00 1178.00 1 +80.0 to 2 +10.0 Strata 500 32.00 1171.33 1 +80.0 to 2 +10.0 Strata 500 32.00 1186.00 6 +50.0 to 6 +90.0 Strata 200 17.00 1178.00 2 +10.0 to 4 +90.0 Strata 500 40.00 1171.33 2 +10.0 to 4 +90.0 Strata 500 40.00 1186.00 6 +90.0 to 7 +04.3 Strata 200 10.00 1178.00 4 +90.0 to 5 +50.0 Strata 500 32.00 1171.33 4 +90.0 to 5 +50.0 Strata 500 32.00 1186.00 1 +80.0 to 2 +10.0 Strata 500 32.00 1176.67 5 +50.0 to 6 +50.0 Strata 500 25.00 1171.33 5 +50.0 to 6 +50.0 Strata 200 25.00 1186.00 2 +10.0 to 4 +90.0 Strata 500 40.00 1176.67 1 +80.0 to 2 +10.0 Strata 500 32.00 1170.67 6 +50.0 to 6 +59.6 Strata 200 17.00 1186.00 4 +90.0 to 5 +50.0 Strata 500 32.00 1176.67 2 +10.0 to 4 +90.0 Strata 500 40.00 1170.67 2 +10.0 to 4 +90.0 Strata 500 40.00 1184.67 0 +20.6 to 1 +40.0 ' Strata 200 10.00 1176.00 4 +90.0 to 5 +50.0 Strata 500 32.00 1170.67 1 +40.0 to 1 +80.0 Strata 200 20.00 1184.00 o DNIL LU J HEL Z= �78 • rr7__ ' X ©Copyright 2007 - Thiele Geotech, Inc. Unauthorized copying, reproduction, or reuse is prohibited. REVISIONS: TT A0W 0 N C SHEET: 13478 CHANDLER ROAD WALL SCHED S OMAHA, NEBRASKA 68138 R 7_ i! HI GHWAY s3" 0 & PLEASANT v L� 402/556 -2171 (CONTINUED) www.thielegeotech,com DATE: JOB NO: BLAIR, NEBRASKA Thiele Geotech Inc 12/10/07 07101.02 GEOTECHNICAL ■ MATERIAL ■ ENVIROMENTAL ■ ENGINEERING DB; I AH CB KAJ i TOP OF WALL 3H:1V MAX SLOPE _ (PER SCHEDULES) I �T GEOGRID AS PER SCHEDULES j I -III I�Iti (LENGTH MEASURED FROMFRONT OF FACE) SLOPE SWALE TO ENDS OF WALL SG 200 -- ® e-- - - - --� -- - - --®— - - -- CAP UNIT, GLUE IN PLACE WITH AN ALL PURPOSE WATER I PROOF CONSTRUCTION — o----- - --®-- SG 200 -- ®-------- ® - - - -- I_ ADHESIVE. — — — -I SG 200 — — — — + - — — — — — -�- — SG 200 UNIT FILL I — — — — a-- — — — — — �- — SG 200 ( -I_ -I AUTOMATIC SET BACK — — — — a - — — — — — — SG 200 — - — — — — — — - (1 /2 " PER UNIT) - - - -- I - I: �� - - -- ®--- - - -+-- SG 200 -- a------- ® - - - - -- �1 i SG 500 i 6" (MIN)I `COMPACTED ® SG 500 BACKFILL � ANCHOR VERTICA PRO 111 W A SG 500 SG 500 SG 500 SG 500 SG 500 SG 500 SG 500 ! I ALIGN STRONG AXIS OF GRID PERPENDICULAR TO WALLFACE SG 500 SG 500 SG 500 SG 500 I f ` [� 8" VARIES ® SG 500 ® ® 1 1 1 TOP OF SG 500 C V/� ''�•,,� FOOTING (PER SG 500 SCHEDULES) 1114 SG 500 C/) D I SG 500 4" DRAIN TILE = k1 E Z _ SG 500 BEHIND REINFORCING ZONE - 7 , rr7 1 1 1 1 1 1 = I SG 500 . ....... 0 [IF NE0 4 DRAIN TILE 6 SOLID DRAIN PIPE ©Copyright 2007 - Thiele Geotech, 111111111m k 7, BEHIND BOTTOM BLOCK TO STORM SEWER Inc. . Unauthorized copying, reproduction, or reuse is prohibited. REVISIONS: SHEET: HOMETOWN CENTER 13476 CHANDLER ROAD OMAHA, NEBRASKA 68138 R 8 TYP ICAL CROSS SECTION HIGHWAY SO & PLEASANT VALLEY BLVD mm 402/556 -2171 www,thlelegeotech,com DATE: JOB NO: BLAIR, NEBRASKA Thiele Geotech Inc 12/10/07 07101.02 GEOTECHNICAL . MATERIAL ■ ENVIROMENTAL ■ ENGINEERING DB: LAH CB KAJ / 12" /— PLACE FIRST COURSE LEVEL TO PROPER LINE & GRADE MAINTAIN 18" 6" RUNNING g" 0 4" AGGREGATE BASE W/ BOND V ' F — i 8" a 2" CONCRETE TOPPING a FACE 22" ' a v :+ h„ ' •r,,.. :: , .�, a • }tk, .. v r . ' v 3' L' � 'E. 'x: . a•^'.�i /a %;:% :.'y...w �`I �..le t �•j 'r'1':ti:i `.r.i.P.">^k "' • � ,.i`.�'i.•.,,s� 17.25' // /i ?. u, .4:•,.� Tit. z yJF ea.., A., ^. Y WALL BASE 6" i� MI ANCHOR VERTICA PRO WALL BASE WALL BASE STEP DETAIL NOT TO SCALE NOT TO SCALE NOT TO SCALE i _ _I R eI � I= 4' CAP CGLUE IN PLACE) (2) -4' CAP UNITS OR ' 1 I I I I 1Il I �� II W -8' CAP UNIT 8 UNIT (GLUE IN PLACE) TRIM GEOGRID AROUND SLEEVE - REMOVE TAILS OR USE VERTICA UNITS 8 "x42" SLEEVE TOP OF WALL STEPS NOT TO SCALE i C ' i ''uun�i r f PL V / O ''o *NOTE: FENCE SHALL BE INSTALLED AT TOP A I •• OF RETAINING WALL = : Z •� FENCE SLEEVE DETAIL ' • ® NOT TO SCALE '�ii slAt • • • • . • PS�P ``\`���`� 0 ht 2007 — Thiele Geotech, Inc � rrr ' 1 c Co ri � PY �9 Unauthorized copying, reproduction, or reuse is prohibited. REVISIONS: HOME TOWN C SHEET: 13478 CHANDLER ROAD DETAILS *yry�yA�pT OMAHA, NEBRASKA 68-138 DE 1 (fir ®1V I UED) G AY 30 & P v BL� 402/556 -2171 R9 wwwJhlelegeotech,com DATE JOB NO: BLAIR, NEBRASKA Thiele Geot In c 12/10/07 '07101.02 GEOTECHNICAL ■ MATERIAL • ENVIROMENTAL *ENGINEERING DB_ LAH CB KAJ j i r i i I I i i ANCHOR UNIT (TYP.) MINIMUM 3 INCHES OF SOIL FILL REQUIRED EXTEND GEOGRID REINFORCEMENT BETWEEN OVERLAPPING LAYERS OF GEOGRIDS OVER LOCATOR HUB FOR PROPER ANCHORAGE FRONT FACE OF WALL ALIGN STRONG AXIS (MACHINE DIRECTION) OF STRUCTURAL GEOGRID APERTURE PERPENDICULAR TRIM GEOGRID AT FACE TO WALL FACE WHERE NECESSARY , GEOGRID ORIENTATION NOT TO SCALE GEOGRID PLACEMENT ON CURVES NOT TO SCALE ����"���unu u u u iun C II �• Z C Pr7 OF NEBRP ©Copyright 2007 — Thiele Geotech, Inc. REVISIONS: Unauthorized copying, reproduction, or reuse is prohibited. HOMETOWN CENTE SHEET: �r �p7�r qT 13478 CHANDLER ROAD R 10 DET (C ONTINUED) �r OMAHA,NEBRASKA 68138 / HIGf AY 3® & p T•T'A� VALLEY BLVD 402/556 -2171 www.thielegeotech,com DATE JOB NO: BLAIR, NEBRASKA Thiele G20t2Ch I nc 12/10/07 07101.02 GEOTECHNICAL ■ MATERIAL . ENVIROMENTAL ■ ENGINEERING I DS: LAH CB: KAJ i i i I 1. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION SITE SAFETY. 7. UNIT FILL SHALL BE A CLEAN COARSE GRANULAR MATERIAL. UNIT FILL MAYBE 10. ENSURE EACH COURSE IS COMPLETELY FILLED AND BACKFILL IS PLACED TO THIELE GEOTECH, INC. (TG) SHALL NOT BE RESPONSIBLE FOR MEANS OR . EITHER ROAD GRAVEL OR SCREENED CRUSHED ROCK, MEETING ONE OF THE THE SAME LEVEL PRIOR TO PROCEEDING TO NEXT COURSE. ENSURE ADJACENT METHODS OF CONSTRUCTION OR FOR SAFETY OF WORKERS OR OF THE PUBLIC. FOLLOWING GRADATIONS: UNITS ARE IN CONTACT SO THAT UNIT FILL MAY NOT ESCAPE THROUGH THE JOINT BETWEEN UNITS. GAPS GREATER THAN 118" BETWEEN UNITS SHALL NOT 2, THIS DESIGN IS BASED ON THE FOLLOWING SOIL PROPERTIES: ROAD GRAVEL CRUSHED ROCK BE ALLOWED. PULL BLOCK UNITS FORWARD TO ENGAGE THE LOCATOR HUBS US STANDARD SIEVE SIZE PE RCENT PASSING PERCENT PASSING ON THE UNIT BELOW. APPLY CONSTRUCTION ADHESIVE TO UNDERSIDE OF THE PROPERTY RETAINED SOIL FOUNDATION SOIL REINFORCED SOIL 1 100 CAP UNIT. 314" 100 70 -100 FRICTION ANGLE - 26 26 320 #4 50 -75 0 -40 11. MAINTAIN TEMPORARY GRADES TO DIVERT SURFACE WATER AWAY FROM THE UNIT WEIGHT - r 120 PCF 120 PCF 125 PCF #10 5 -25 RETAINING WALL EXCAVATION. SLOPE FINAL BACKFILL TO PROVIDE POSITIVE COHESION - C 0 100 0 #200 0 -5 0 -5 DRAINAGE AND TO ELIMINATE PONDING. SOIL TYPE LEAN CLAY LEAN CLAY FILL SAND , (SELECT /IMPORTED) UNIT FILL SHALL FILL CAVITIES WITHIN AND BETWEEN THE UNITS, AND SHALL 12. CONSTRUCTION EQUIPMENT SHALL NOT BE OPERATED DIRECTLY ON THE EXTEND A MINIMUM OF 6 INCHES BEHIND THE FACING-UNITS. GEOGRID. A MINIMUM BACKFILL THICKNESS OF 6 INCHES IS REQUIRED PRIOR TO THE WALL BASE DESIGN ASSUMES A NET ALLOWABLE BEARING PRESSURE OF OPERATION OF EQUIPMENT OVER THE GEOGRID. TURNING SHOULD BE KEPT TO 6,100 PSF. THE SITE GEOTECHNICAL ENGINEER SHOULD OBSERVE THE BEARING 8. " GEOGRID SHALL BE STRATAGRID SG200 & SG500 MANUFACTURED BY STRATA A MINIMUM TO PREVENT TRACKS FROM DISPLACING THE FILL AND DAMAGING CONDITIONS AND ADJUST THE THICKNESS OF THE GRANULAR BASE TO SYSTEMS, INC. VERIFY PROPER GEOGRID TYPE, ELEVATION, AND LENGTH AS THE GEOGRID. ACCOMMODATE SOFT CONDITIONS, IF NECESSARY. SHOWN ON THE SCHEDULES, GEOGRID LENGTH IS MEASURED FROM THE FRONT FACE OF THE WALL. ORIENT THE STRONG AXIS (MACHINE DIRECTION) OF 13. COORDINATE LOCATION OF FENCE POST SLEEVES WITH FENCE INSTALLER. CUT 3. THIS DESIGN IS FOR STABILITY OF THE SEGMENTAL RETAINING WALL THE GEOGRID PERPENDICULAR TO THE WALL FACE. THE GEOGRID SOIL GEOGRIDS AROUND THE SLEEVES. COORDINATE INSTALLATION OF THE UTILITIES STRUCTURE ONLY. SITE STABILITY (GLOBAL STABILITY), IS THE RESPONSIBILITY REINFORCEMENT SHALL BE LAID HORIZONTALLY ON COMPACTED BACKFILL AND IN REINFORCED ZONE BEFORE PLACING FINAL GRID" LAYERS TO AVOID DAMAGE OF THE SITE DESIGN ENGINEER. WALL GEOMETRY AND GRADE ELEVATIONS OVER THE LOCATOR HUBS ON THE FACING UNITS. PULL GEOGRID TAUT TO TO THE REINFORCING GRID. LONGITUDINAL CUTS MAY BE MADE IN THE GEOGRID ABOVE AND BELOW THE WALL GENERALLY CONFORM WITH SITE DESIGN REMOVE ALL WRINKLES OR FOLDS BEFORE BACKFILLING. DO NOT ROLL TO INSTALL GRID AROUND OBSTRUCTIONS. DO NOT MAKE TRANSVERSE CUTS PREPARED BY OLSSON ASSOCIATES (EROSION CONTROL AND STORMWATER GEOGRID OVER THE TOP OF THE FACING UNITS. GEOGRID DOES NOT NEED TO ACROSS THE STRONG FIBER OF THE GEOGRID. POLLUTION PREVENTION PLAN, 12/10/07). TG MAKES NO REPRESENTATION BE OVERLAPPED IN THE ACROSS THE ROLL DIRECTION. GEOGRID SHALL NOT BE REGARDING SETBACKS, EASEMENTS, OR SUITABILITY OF THE OVERALL SITE SPLICED BY OVERLAPPING IN THE ROLL DIRECTION. ON OUTSIDE CURVES, DESIGN. TG IS NOT RESPONSIBLE FOR SITE DRAINAGE. PLACE 3 INCHES OF SOIL BETWEEN OVERLAPPING GEOGRIDS. 4. STATIONS AND LAYOUT DIMENSIONS ARE MEASURED ALONG FACE OF THE WALL 9. _ BACKFILL MATERIAL WITHIN THE REINFORCED MASS SHALL BE A FILL SAND OR AT THE BOTTOM COURSE. STEPS IN THE TOP AND BOTTOM OF WALL MAY BE OTHER SELECT GRANULAR MATERIAL, WITH THE FOLLOWING GRADATION: MADE AT THE NEAREST WHOLE BLOCK ON EITHER SIDE OF THE STATIONS INDICATED IN THE FACING SCHEDULES. US STANDARD SIEVE SIZE PERCENT PASSING 3/4" 100 5. SEGMENTAL UNITS SHALL BE ANCHOR VERTICA PRO RETAINING WALL UNITS #200 0 -5 MANUFACTURED UNDER LICENSE FROM ANCHOR WALL SYSTEMS. UNITS SHALL HAVE A STRAIGHT SPLIT FACE. COLOR SHALL BE SELECTED BY OWNER FROM EXCAVATED ON -SITE SOILS OR SELECT GRANULAR MATERIAL MAY BE USED TO MANUFACTURER'S STANDARD COLOR PALATE. FILL THE ZONE BEHIND THE REINFORCED MASS. OFF -SITE BORROW SHALL BE A CLEAN INORGANIC SILT OR LEAN CLAY WITH A LIQUID LIMIT LESS THAN 45 AND A 6. THE WALL BASE SHALL CONSIST OF LEAN CONCRETE WITH A MINIMUM 28 -DAY PLASTICITY INDEX LESS THAN 20. BACKFILL MATERIAL SHALL BE APPROVED BY COMPRESSIVE STRENGTH OF 3,000 PSI OVER A GRANULAR BASE OF THE SITE GEOTECHNICAL ENGINEER PRIOR TO USE. BACKFILL SHALL BE PLACED COMPACTED CRUSHED ROCK OR RECYCLED CONCRETE AGGREGATE, WITH THE IN MAXIMUM 8 INCH LOOSE LIFTS AND COMPACTED TO A MINIMUM OF 95 FOLLOWING GRADATION: PERCENT OF STANDARD PROCTOR (ASTM D698). MOISTURE CONTENT SHOULD BE CONTROLLED AND MAINTAINED WITHIN -3 TO +4 PERCENT OF OPTIMUM. US STANDARD SIEVE SIZE PERCENT PASSING BACKFILL SHALL BE PLACED SPREAD AND COMPACTED FROM FACING UNITS j 3/4" 80 -100 BACKWARD TO MINIMIZE THE DEVELOPMENT OF WRINKLES IN AND /OR j #4 0 -50 MOVEMENT OF THE GEOGRID. ONLY HAND - OPERATED COMPACTION EQUIPMENT ����aauuuunuuu,� #200 0 -10 SHALL BE ALLOWED WITHIN 3 FEET OF THE WALL FACE. \����,• APL �/ •,,,,�� THE WALL BASE SHALL BE PLACED AS SHOWN ON THE DRAWINGS, THE AGGREGATE BASE SHALL BE COMPACTED SO AS TO PROVIDE A LEVEL AND HARD ' • • • , •' SURFACE ON WHICH TO PLACE THE CONCRETE. GRANULAR BASE MATERIAL D r J G) SHALL BE COMPACTED TO A MINIMUM 95 PERCENT OF STANDARD PROCTOR (ASTM D698). FOOTING SHALL BE SMOOTHED TO ENSURE COMPLETE CONTACT Z iR OF RETAINING WALL UNIT WITH BASE. ••.��` v 4 1 , - OF NEBRPS�AO``1�� 0 ©Copyright 2007 — Thiele Geotech, Inc. " 111 ° Unauthorized copying, reproduction, or reuse is prohibited. REVISIONS: HOMETOWN C S HEET: 13478 CHANDLER ROAD r R11 � OMAHA, NEBRASKA 68138 NO HIG AY 3® & P L www.thiele DATE: JOB NO: BLAIR, NEBRASKA Thiele Geotech Inc 12/10/07 07101.02 GEOTECHNICAL ■ MATERIAL ■ ENVIROMENTAL ■ ENGINEERING LDE.LA H C B: KAJ