Midwestern Engineers, Inc. Plan Preview

0 �' " 0 z 0 0 0 � •' z w , 0 , w' �' 0 ,t �I � � 1:' � LO G " M , " NW 0� Q �� M- " - > �z � 28 mm Om' , so " " ii� ..,: No , �N - Q ZN "' 8� :I! �w c� 5W 5£ o m �� I 0 u 14" 0 u u PIN HOLES AND SLOTS FOR 3/4" SETBACK WALL CONSTRUCTION I 314"J ' �.-. STRAIGHT SPLIT FACE MATCH COLOR TO BLOCKS USED IN JOHNSON PARK VERSA-LOK UNIT UNIT DIMENSIONS SCALE: NONE STANDARD UNIT ( RANDOMLY STAGGER VERTICAL JOINTS RANDOMLY PLACE COBBLE UNITS PIN HOLES FOR VERTICAL WALLS . . . . :• ..... • u 11 11 l. :c ---� l � I � l � I ------e J '----1 2"--- SPLITIING GROOVE FOR HALF UNIT SPLITIING GROOVE FOR FREESTANDING WALLS PINNING SLOTS FOR FREESTANDING WALLS - -3/4" f ' I 8" 6'' I C i I 1�1,=r �l 6' ��J PIN HOLES AND SLOTS FOR 3/4" SETBACK WALL CONSTRUCTION MATCH COLOR TO BLOCKS USED IN JOHNSON PARK STRAIGHT SPLIT FACE VERSA-LOK COBBLE UNIT UNIT DIMENSIONS SCALE: NONE FOR STRAIGHT WALLS, ALTERNATE A-CAP AND B-CAP A-CAP B-CAP SPLIT SIDE OF CAP AND STANDARD UNIT ... ... ·•·. .. [ 6"STEP RANDOMLY STAGGER VERTICAL JOINTS BLOCK PATTERN DETAIL-PROFILE CAPPING DETAIL-PROFILE SCALE' NONE EXPANSION JOINT ' "" STEP AT TOP OF WALL SCALE: NONE DO NOT OVERLAP GRID LAYERS '---' � CUT GRID AROUND VERTICAL EHIND WALL STRUCTURES B I PAVEMENT SLOPE PAVEMENT AWAY FROM WALL PAVEMENT AT BASE OF WALL SCALE: NONE DRAIN PIPE ,. ' :. : . ' . . RID APPROX. 1 � _/ RONT F N T START G FROM F 0 U I S . , <· ' . . 0 � . " NOTE: FOLLOW GEOSYNTHETIC GRID MANUFACTURER'S INSTALLATION INSTRUCTIONS AND SPECIFICATIONS • GEOGRID LENGTH AND ELEVATION PLACEMENT SHALL BE DETERMINED BY WALL DESIGN ENGINEER GEOSYNTHETIC AT STRUCTURES BEHIND WALL SCALE· NONE MATCH COLOR TO BLOCKS USED IN JOHNSON PARK .-----16"-----, .---12 " ---, PINHOLE VERSA-TUFF PIN FilTER FABRIC DRAINAGE AGGREGATE .· ·,.. . EXISTING STRUCTURE B-CAP T A-CAP 3/4" SETBACK ��===='_l_��====- .---- 1 4" - ----, 1- -- - 1 4 "- - �- VERSA-TUFF PIN 2 PER UNIT VERSA-LOK CAP UNITS B-CAP UNIT DIMENSIONS SCALE: NONE B-CAP INSIDE CURVES USE B-CAPS OUTSIDE CURVES USE A-CAPS A-CAP A-CAP CAPPING DETAIL-PLAN VIEW CURVES SCALE: NONE NOTE: • FOLLOW GEOSYNTHETIC GRID MANUFACTURER'S INSTALLATION INSTRUCTIONS AND SPECIFICATIONS • GEOGRID LENGTH AND ELEVATION PLACEMENT SHALL BE DETERMINED BY WALL DESIGN ENGINEER GEOSYNTHETIC INSTALLATION DETAIL SCALE: NONE 11 PINNING DETAIL CROSS SECTION SCALE: NONE RECEIVING SLOT DRAINAGE AGGREGATE PERF. DRAIN PIPE ===== SEE NOTE .. . . _4. NOTE: • AT ABUTMENT. ALTERNATE FULL UNIT WITH HALF UNIT EVERY OTHER COURSE • START AT FIXED POINTS AND WORK INTO MIDDLE PART OF WALL DO NOT ATIACH VERSA-LOK UNITS TO OTHER STRUCTURES WALL ABUTMENT DETAIL SCALE: NONE FINISHED GRADE LINE RANDOMLY STAGGER VERTICAL JOINTS GRANULAR LEVELING PAD6"THICK tf ·'.:(� \1.}:P-tb\\L�::r-I:f t;:;If J�tijt2: 1 rrr '.irt�sTfiEt }fj%.1;. \ 111 11 i' I I I1 1 111 11 11 1 1 111 1 i' 1 1 r-n:ij\J,/<:{ >.\i]J::trfti':i} I I OPEN JOINT AT 'J 40 FT. CENTERS DRAIN DETAIL SCALE: NONE CAP UNIT ADHERE TO TOP UNIT WNERSA-LOK CONCRETE ADHESIVE VERSA-LOK STANDARD MODUlAR CONCRETE UNITS IMPERVIOUS FILL 12" DEEP GEOSYNTHETIC REINFORCEMENT SEE PROFILE DRAWINGS FOR LENGTH, TYPE. AND SPACING DRAINAGE AGGREGATE 12"THICK MIN REINFORCED BACKFILL COMPACTED 95% OF MAXIMUM STANDARD PROCTOR DENSITY 1-+�1--- - ·c......c 4" DIA. (MIN.) DRAIN PIPE OUTLET@ END OF WALL OR@ 40' CENTERS MAX. SLOPE TO DRAIN (118"/FT.) IMPERVIOUS FILL GRANULAR LEVELING PAD 6'" THICK MIN. TYPICAL SECTION-REI FORCED RETAINING WALL MODULAR CONCRETE UNIT SCALE NONE ;111mfilnlll 11 ill 11 i11, TT" UNDISTURBED SOILJ I I I BURY ONE ADDITIONAL FULL UNIT MIN NOTE: LIMIT CHANGES IN BASE ELEVATION TO6" PER STEP TO AVOID DIFFERENTIAL SETILEMENT STEP AS NEEDED TO MINIMIZE BURIED UNITS AND MAINTAIN MINIMUM REQUIRED EMBEDMENT STEPPING BASE DETAIL SCALE: NONE CAP UNIT ADHERES TO TOP UNIT WNERSA-LOK CONCRETE ADHESIVE VERSA-LOK STANDARD MODULAR CONCRETE UNITS GRANULAR LEVELING PAD MIN.6"" THICK IMPERVIOUS FILL 12" DEEP DRAINAGE AGGREGATE 12" THICK MIN. 4" DIA. DRAIN PIPE OUTLET@ END OF WALL OR@ 40' CENTERS MAX. TYPICAL SECTION-UNREINFORCED RETAINING WALL SCALE: NONE TYPICAL BLOCK RETAINING WALL DETAILS NOTTO SCALE • u c:: - z w :E w 0 C;,;l � <( :E � � ... - Ill > 0 z z z ... 0 ['.: C � .... � Oz ... :;) • i:o g 0 al • """ u z 0 t1 w :>-< °' :E w f-< � u - "' 0 z w w C 0 u REVlSIONS BID SET 0 2023 Midwescem Engineers. Inc. 802 We,st Broadw:iy S1rce1 P.O. 80A 295 Loogootee. Indian:< 47553 DATE MARCH 2023 DESIGN CWR DRAWN DRK Q,C. CHECK PROJECT NUMBER 2022012-06 4 4 OF 8 I FILE NUMBER I 43065 Do Not Use Plan Previews for Take Off