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HomeMy WebLinkAboutL500-SITE-DETAILS-Rev.0DRAWING TITLE: CERTIFIED BY: DRAWING NUMBER PROJECT NUMBER REVISIONS: SCOPE DRAWINGS:PROJECT: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. ISSUE DATE DRAWN BY CHECKED BY © 2018 CSO Architects, Inc. All Rights ReservedPARISH LIFE CENTER PROJECTOUR LADY OF MT. CARMELCATHOLIC CHURCH14598 OAK RIDGE RD, CARMEL, IN 4603209/17/21 JT / LM AP 19038 L500 SITE DETAILS STANDARD CONCRETE PAVEMENT Not to scale 4,000 psi Fiber Reinforced Concrete, See Specifications Varies (See Plan Sheets) NOTES: 1. Control joints, expansion joints and edges of sidewalks indicated as hand-tooled shall be dressed after each finishing operation. 2. Provide expansion joints at intersection with another sidewalk, beween walks and building slabs, and at other points as indicated on the drawings. 3. Refer to plan drawings for locations of control and expansion joints. Compacted Subgrade 4" Compacted Crushed Stone Finish Grade 4"CONCRETE JOINTING Not to Scale Straight, true sawn joint #5 smooth bar, 12" long, 18" o.c., centered in slab, grease one end SAWN CONTROL JOINT EXPANSION JOINT 3/8" deep, typ Heel-grade sealant, Refer to Specs. 1/8" r. TOOLED CONTROL JOINT As indicated on plan drawings. Place expansion joints where concrete pours meet and anywhere concrete patching is required. As indicated on plan drawings. Continue to wall face in all applicable conditions. Brush out marks from trowel on either side of joint, leaving only the joint scored smooth. NOTE: Expansion joint material shall be "Zip-Strip" expansion material with removable cap by Greenstreak or approved equal. 3/8" tooled joint 1/4" 3/8" 1" 1/3 slab thickness 1/4" max.NOTE: Turn down concrete and dowel at all threshold conditions, where new concrete abuts existing slabs, and at proposed stairs and walls. 4,000 p.s.i. concrete w/limestone aggregate & 5% air entrapment, reinforced with synthetic fibers. Refer to Specifications. Transverse medium broom finish. 12" dia. smooth dowel, 12" long, 18" o.c., centered in slab, sleeve one end. 1/2" wide sealed expansion joint Adjacent slab or face of wall Drill 6" into existing slab; grout solid.4"3" 4" 1'-0" DOWELS IN CONCRETE Scale: 1"=1'-0" UNIT PAVER, WITH CONCRETE BASE Scale: 1" = 1'-0" Compacted Subgrade #53 Compacted Aggregate Base 4,000 PSI Concrete Slab 2" Weep Hole drilled at Low Points, or 10'-0" O.C., both ways; Fill hole full with Compacted Sand or Pea Gravel; Cover Weep Holes with 12" x 12" geotextile Fabric and secure to concrete, all edges Sand Swept Joint Treatments Unit Pavers Bituminous Setting Bed Notes: 1. Provide jointing, per concrete pavement requirements, in slab below pavers. Provide 12" wide geotextile fabric over expansion joints. Concrete Pavement Adjacent Condition; Thickened End w/ Dowels at 18" O.C. Min.2 1/4"3/4"4"4"Varies, Ref. Plan Sheets BIKE RACK INSTALLATION Scale: 1/2" = 1'-0" FINISH GRADE Bike Rack PLAN 4'-0" 1'-10" SECTION: SURFACE MOUNT Subgrade standard concrete pavement profile Bike rack Concrete Pavement2' min clear2' min clear12/13/21