Midwestern Engineers, Inc. Plan Preview

o' ,, �I <U mZ �w oc< i -� �1l8' 0 ' �� 0: CN Q '- N -o Q �l!!!ii � ,8 tu - -115 � = ii: � u er •• w 0 < '"zU ��z - < ....,-, l,l Q�� �y c� ££ " . <c Note: 8" Min. Low Permeable Soil 4 Rock outcrop varies Unit Drainage Fill --------4��_;__,.._;__,.._:,.� (3/4" Crushed Rock or Stone) Remove rock as - - --~ required to properly -----+.-.--.---"' install wall Unreinforced Concrete or Crushed Wnen slte conditions require, wrap drainage tile in 3/4" aggregate and filter fabric with drainage composite or aggregate back drain system, as directed by geotechnical engineer. Stone Leveling Pad Fill as required to provide 4 to 1 slope from existing sidewalk Keystone Cap Unit 1/8" - 1/4" ls" 2 4 " 7 Drain to ditch Typical Reinforced Wall Section Standard Unit - Near Vertical Setback Place Additional Pieces of Geogrid When Angle Exceeds 20" CONCRETE TRAIL Additional Drainage Fill Extend Wall Height/2 3 " of Soil Fill is Required Between Overlapping Geogrid for Proper Anchorage (Typ.) N I Additional Drainage Fill Extend Wall Height/2 N I H/2 H/2 ,-- .___ Drainage Fill Note: 1. Check with manufacturer specifications on correct direction of orientation for geogrid to obtain proper strength. Geogrid Installation on Curves NOT TO SCALE 3 " of Soil Fill is Required Between Overlapping Geogrid for Proper Anchorage (Typ.) H/ 4 Note: Additional Geogrid Overlap Extend Wall Height/ 4 Drainage Fill 1. Check with manufacturer specifications on correct direction of orientation for geogrid to obtain proper strength. 2. Corner units recommended for outside corners. Availability May Vary . Geogrid Installation at Corners NOTTO SCALE Base Leveling Pad Notes: The leveling pad is to be constructed of crushed stone or 2,000 psi± unreinforced c oncrete 2.The base foundation is to be approved by the site geotechnicol engineer prior to placement of the leveling pod. Excavation Limits 6" Crushed Rock or Unreinforced Concrete Leveling Pad Standard Unit Width: *Depth: Height: *Weight: 18" 18" 8" 102 lbs Cap Unit Width: *Depth: Height: *Weight: Unit Face 18" 101/2" 4" 45 lbs Standard Unit/Base Pad Isometric Section View Dimensions & Weight May Vary by Region 4" Cap Unit (2) - 4" Cap Units or (1)- 8" Cap Unit 8" Keystone Unit Geogrid is to be Placed on Level Backfill and Extended Over the Fiberglass Pins Place Next Unit. Pull Grid Taught and Backfill. Stake as required. Grid & Pin Connection NOTTO SCALE Standard Plan Standard Unit *Dimensions May Vary by Region BLACK VINYL ROUND END & CORNER POST POST TOP r CHAIN LINK FABRIC, TOP SELVAGE lWISTED - RAIL TIE 7 #9 GAUGE WIRE MESH FABRIC w/BLACK VINYL r l.66"(1 5/8") OD BRACE RAIL Note: 1 Secure all cap units with Keystone Kapseal or equal. Top of Wall Steps NOTTO SCALE LACK VINYL \ ROUND END & CORNER POST B . j\_ 45· B/W ARM \_ 1.66"(1 5/8") OD TOP RAIL �BLACK VINYL LINE POST ROUND OR "C") X � " i\ WIRE/ TENSION I \' / )', :;< LINE POST TIE ,_____ • ' . ,\ \ • :�TURNBUCKLE\_ADJUSTABLE ' TENSION BAR TRUSS ROD 1 O' -0" MAX SPACI NG � '" ' , I �i ' ' ' I , , ' n � LJ n I � 12"- � I\__CONC FENCE SECTION ELEVATION - ROUND ENO POSTS � • v· TYPICAL / ru . ·.· ,, " ' • CHAIN LINK FENCE DETAIL 1 NOT TO SCALE 4 8 " ; . ' ' • ' • ' • • W+ 12" Section 93" Note· 6" Crushed Rock or Unreinforced Concrete Leveling Pad Elevation 1. The leveling pad is to be constructed of crushed stone or 2000 psi± unreinforced concrete. Leveling Pad Detail NOTTO SCALE FACE TO FACE 8" or 16" Step 1-------- OPENING ---------1 ' ru I 1 � �--+-t_'- �'._J J_ ' n �24"� ALL JOINTS WELDED TO MAKE A SOLID FRAME FULCRUM LATCH W/ STRIKE STRAP 2 1 /2" 1 1/2" SQ INTERIOR UPRIGHT TENSION BAR (TYP 4 PLCS) (TYP 4 SIDES) GATE POST 2" SQ GATE FRAME (TYP 4 SIDES) TRUSS ROD (TYP 2 SIDES) CHAIN LINK GATE DETAIL NOT TO SCALE TYPICAL DETAILS I • u C: � z 0 Cl) Cl) ... -- ... � .,, :c � � � it;: uoo "' -- u "' w :c u !c ,-::i - � ::r:: E--< 1:: z "' er U ::, I< Z (:il 0 � w � � "' Cl::: 0... 0 cC � 0� ... w �o w w REV1SIONS BID SET C 2023 Midwe,stem 13nginecrs. Inc. 802 West Broadway Street P.O. Bo.\ 295 Loogootee. lndiC!Jla 47553 DAT£ NOV 2023 DESIGN CWR I_ BDH DRAWN MKW I_ ORK Q.C. CHECK PROJECT NUMBER 2022024-05 25 25 OF 48 Fll£ NUMBER 53564 I Do Not Use Plan Previews for Take Off