Constructive Details With Geomesh DWG Detail for AutoCAD

Constructive Details With Geomesh DWG Detail for AutoCAD

Constructive details of geo-mesh placement – Several details

Drawing labels, details, and other text information extracted from the CAD file:

copyright tensar earth inc., the consent of tensar earth inc., that it shall not be duplicated whole or in nor disclosed to without, project only. any party accepting this document does so in confidence and agrees, invalidate this design. this drawing is being furnished for use on this specific, citizens morrow ga. any substitution of the specified products will, composites and erosion which are proprietary to the tensar corporation, this design is based upon specific properties of tensar products drainage, seal, date drawn, project number, scale, designed by, drawn by, checked by, revisions issue, sheet number, as shown, tensar earth inc., georgia, glenridge ste, ensar, preliminary drawing only, not for construction, unidad de ingenieria de la m.o.p., jefe de proyectos de puentes estructuras, alejandro méndez r., ingeniero civil, constructora: besalco fe s.a., concesionaria: autopista los libertadores s.a., proyecto:, reviso:, patricio hurtado m., ingeniero civil, dea, tensar earth inc. for preliminary design purposes and shall not, this design notes and associated calculations have been prepared by, be used for final design or construction., the slot in the top of the mesa block. drive connector bar fingers, backfill soils for tensar mesa reinforced walls, construction notes for placement of tensar geogrids and, or approved equivalent., mesa connectors shall be supplied by the tensar, specifications or otherwise directed by the owner or owner’s, contractor shall clear and grub the reinforced backfill zone, and compacted with reinforced backfill material to project, material. any unsuitable soils shall be replaced, removing top sod or other organic or deleterious, prior to construction of the tensar reinforced the, be allowed within one meter of the back face of wall., in uncompacted thickness. only equipment shall, fill shall be placed in horizontal layers not exceeding, where compaction is accomplished with hand operated, uncompacted thickness for heavy compaction equipment. for zones, fill shall be placed in horizontal layers not exceeding in, facing units towards the ends of the geogrid to ensure, fill materials shall be placed from the back of the mesa, section are appropriate prior to fill placement., has been properly prepared and the design parameters in, owner or owner’s representative shall confirm that the site, truck with kip axle loads or per project the, foundation shall be proof roll inspected using loaded, for approval prior to proceeding with construction., reinforced backfill retained and foundation, inc. the gradation and strength parameters of the, the owner or owner’s representative shall submit to tensar earth, further tensioning., representative., technical requirements, georgia., direction bar parallel to the wall face., tensar biaxial geogrids shall be rolled out with the machine, to prevent surface water runoff from overtopping the wall., temporary soil berm shall be constructed near the wall crest, away from the slope face minimum of percent slope and, at the end of each work backfill surface shall be graded, inc., without the expressed prior to written consent of tensar earth, lim

Raw text data extracted from CAD file:

COPYRIGHT 2002, TENSAR EARTH TECHNOLOGIES, INC. THE CONSENT OF TENSAR EARTH TECHNOLOGIES, INC. THAT IT SHALL NOT BE DUPLICATED WHOLE OR IN PART, NOR DISCLOSED TO OTHERS, WITHOUT PROJECT ONLY. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES INVALIDATE THIS DESIGN. THIS DRAWING IS BEING FURNISHED FOR USE ON THIS SPECIFIC CITIZENS PARKWAY, MORROW GA. 30260. ANY SUBSTITUTION OF THE SPECIFIED PRODUCTS WILL COMPOSITES AND EROSION MEDIA), WHICH ARE PROPRIETARY TO THE TENSAR CORPORATION 1210 THIS DESIGN IS BASED UPON SPECIFIC PROPERTIES OF TENSAR PRODUCTS (GEOGRIDS, DRAINAGE SEAL Date Drawn Project Number Scale Designed by Drawn by Checked by REVISIONS \ ISSUE Sheet Number 0 As Shown (404) 250-1290 Tensar Earth Technologies, Inc. Atlanta, Georgia 30328 5883 Glenridge Drive, Ste 200 R ensar T TM PRELIMINARY DRAWING ONLY NOT FOR CONSTRUCTION Unidad de Ingenieria de la D.V., M.O.P. V B Jefe de Proyectos de Puentes y Estructuras Alejandro Méndez R. Ingeniero Civil CONSTRUCTORA: BESALCO FE GRANDE, S.A. CONCESIONARIA: AUTOPISTA LOS LIBERTADORES S.A. Proyecto: Reviso: Patricio Hurtado M. Ingeniero Civil DEA TENSAR EARTH TECHNOLOGIES, INC. FOR PRELIMINARY DESIGN PURPOSES AND SHALL NOT THIS DRAWING, DESIGN NOTES AND ASSOCIATED CALCULATIONS HAVE BEEN PREPARED BY BE USED FOR FINAL DESIGN OR CONSTRUCTION. THE SLOT IN THE TOP OF THE MESA BLOCK. DRIVE CONNECTOR BAR FINGERS BACKFILL SOILS FOR TENSAR / MESA REINFORCED WALLS CONSTRUCTION NOTES FOR PLACEMENT OF TENSAR GEOGRIDS AND OR APPROVED EQUIVALENT. MESA CONNECTORS SHALL BE SUPPLIED BY THE TENSAR CORPORATION, SPECIFICATIONS OR OTHERWISE DIRECTED BY THE OWNER OR OWNER'S CONTRACTOR SHALL CLEAR AND GRUB THE REINFORCED BACKFILL ZONE AREA, AND COMPACTED WITH REINFORCED BACKFILL MATERIAL TO PROJECT MATERIAL. ANY UNSUITABLE SOILS SHALL BE OVER-EXCAVATED, REPLACED REMOVING TOP SOIL, BRUSH, SOD OR OTHER ORGANIC OR DELETERIOUS PRIOR TO CONSTRUCTION OF THE TENSAR REINFORCED WALL, THE BE ALLOWED WITHIN ONE METER OF THE BACK FACE OF WALL. IN UNCOMPACTED THICKNESS. ONLY HAND-OPERATED EQUIPMENT SHALL FILL SHALL BE PLACED IN HORIZONTAL LAYERS NOT EXCEEDING 150mm WHERE COMPACTION IS ACCOMPLISHED WITH HAND OPERATED EQUIPMENT, UNCOMPACTED THICKNESS FOR HEAVY COMPACTION EQUIPMENT. FOR ZONES FILL SHALL BE PLACED IN HORIZONTAL LAYERS NOT EXCEEDING 200mm IN FACING UNITS TOWARDS THE ENDS OF THE GEOGRID TO ENSURE FILL MATERIALS SHALL BE PLACED FROM THE BACK OF THE MESA SECTION 6.0 ARE APPROPRIATE PRIOR TO FILL PLACEMENT. HAS BEEN PROPERLY PREPARED AND THE DESIGN PARAMETERS IN OWNER OR OWNER'S REPRESENTATIVE SHALL CONFIRM THAT THE SITE TRUCK WITH 18 KIP AXLE LOADS OR PER PROJECT SPECIFICATIONS, THE FOUNDATION SHALL BE PROOF ROLL INSPECTED USING A LOADED FOR APPROVAL APPROVAL, PRIOR TO PROCEEDING WITH CONSTRUCTION. REINFORCED BACKFILL MATERIAL, RETAINED SOIL/FILL AND FOUNDATION SOIL, TECHNOLOGIES, INC. THE GRADATION AND STRENGTH PARAMETERS OF THE THE OWNER OR OWNER'S REPRESENTATIVE SHALL SUBMIT TO TENSAR EARTH 2.5 FURTHER TENSIONING. 2.4 REPRESENTATIVE. 2.3 TECHNICAL REQUIREMENTS 2.2 MORROW, GEORGIA. 2.1 2.0 1.6 DIRECTION BAR PARALLEL TO THE WALL FACE. TENSAR BIAXIAL GEOGRIDS SHALL BE ROLLED OUT WITH THE MACHINE TO PREVENT SURFACE WATER RUNOFF FROM OVERTOPPING THE WALL. TEMPORARY SOIL BERM SHALL BE CONSTRUCTED NEAR THE WALL CREST AWAY FROM THE SLOPE FACE A MINIMUM OF 2 PERCENT SLOPE AND A AT THE END OF EACH WORK DAY, BACKFILL SURFACE SHALL BE GRADED TECHNOLOGIES, INC. WITHOUT THE EXPRESSED PRIOR TO WRITTEN CONSENT OF TENSAR EARTH LIMITED TO, LENGTH, GEOGRID TYPE, OR ELEVATION, SHALL BE MADE NO CHANGES TO THE TENSAR GEOGRID LAYOUT, INCLUDING, BUT NOT CHANGES TO GEOGRID LAYOUT OR PLACEMENT LAYERS OF BIAXIAL AND UNIAXIAL GEOGRIDS, UNLESS OTHERWISE SHOWN. A MINIMUM OF 75mm OF FILL MATERIAL SHALL BE REQUIRED BETWEEN OUTLINED IN SECTION 3.3 ABD PULLED TAUT PRIOR TO FILL PLACEMENT. DIRECTION BAR. THE CROSS MACHINE DIRECTION BAR SHALL BE PLACED AS UNIAXIAL GEOGRIDS SHALL BE CUT NEXT TO THE CROSS MACHINE THE APERTURES (MACHINE DIRECTION) PERPENDICULAR TO THE WALL FACE. TENSAR UNIAXIAL GEOGRID SHALL BE ROLLED OUT WITH THE LONG AXIS OF TURNING SHALL BE AVOIDED. AT SLOW SPEEDS, LESS THAN 16 kMPH. SUDDEN BRAKING AND SHARP RUBBER-TIRED VEHICLES MAY PASS OVER THE GEOGRID REINFORCEMENT PREVENT TRACKS FROM DISPLACING THE FILL AND/OR THE GEOGRID. 5.1 5.0 DRAINAGE 4.1 4.0 3.7 3.6.1 3.6 3.5 TEST DATA SHOULD BE PROVIDED BY BLOCK MANUFACTURER. MAXIMUM WATER ABSORBTION OF 5% AND HAVE A CLEAR PENETRATING SEALER. DRAINAGE PIPE SHALL BE 150mm DIAMETER SOLID AND PERFORATED A2000 PIPE WALL FACING SHALL BE MESA STANDARD UNITS AND MESA CAP UNITS. THE UNITS SHOULD HAVE AMINIMUM COMPRESSIVE STRENGTH OF 31Mpa AT 28 DAYS. A TECHNOLOGIES, INC., EVERGREEN, ALABAMA OR APPROVED EQUIVALENT. GEOTEXTILE FABRIC SHALL BE TG700 & TG600 AS MANUFACTURED BY EVERGREEN MANUFACTURED BY TENSAR CORPORATION, MORROW, GEORGIA. GEOGRID REINFORCING SHALL BE TENSAR BIAXIAL AND UNIAXIAL GEOGRIDS MEET THIS CRITERIA SHALL BE CONSIDERED UNSUITABLE AND SHALL BE THE LONGEST DIMENSION REINFORCED BACKFILL MATERIALS WHICH DO NOT PARTICLES AND HARD EARTH CLODS SHALL BE LESS THAT 76mm IN LUMPS, ORGANIC MATTER OR OTHER DELETERIOUS MATERIALS. ALL ROCK SHALL BE FREE OF EXCESS MOISTURE, ROOTS, MUCK, SOD, SNOW, FROZEN FURTHERMORE, REINFORCED BACKFILL AND RETAINED SOIL/FILL MATERIALS CLASSIFICATION SYSTEM AS LOW PLASTICITY OR NON-PLASTIC SOILS. REINFORCED BACKFILL MATERIAL SHALL BE CLASSIFIED PER THE UNIFIED SOIL SHALL HAVE A LIQUID LIMIT LESS THAN 40 AND A PLASTICITY INDEX LESS THAN 20. THE PORTION OF THE REINFORCED BACKFILL MATERIAL PASSING THE No. 40 SIEVE STRENGTH REQUIREMENTS AS DEFINED IN SECTION 6.0. THE REINFORCED BACKFILL APPROVED BY OWNER OR OWNER'S REPRESENTATIVE AND SHALL MEET THE SELECT FREE DRAINING BACKFILL. REINFORCED BACKFILL MATERIALS SHALL BE REINFORCED BACKFILL MATERIAL SPECIFIED BELOW SHALL BE ON-SITE SOILS OR MATERIAL SHALL MEET THE FOLLOWING GRADATION: 1.5 1.4 1.3 REMOVED. 1.2 SIEVE SIZE 1.1.2 4.25mm 0.075mm 0.425mm 19mm 4.75mm 100 30 - 100 55 - 95 PERCENT PASSING 0 - 30 0 - 60 BACKFILL SOILS MATERIAL 1.1.1 1.1 1.0 REMOVE SLACK AND ANCHOR. THROUGH THE GEOGRID APERTURES BEHIND THE FIRST TRANSVERSE BAR. OF THE TENSAR REINFORCED RETAINING WALL. SPECIFICATIONS SHALL BE ON-SITE AT ALL TIMES, DURING CONSTRUCTION A COMPLETE SET OF APPROVED CONSTRUCTION DRAWINGS AND CONTRACT TURNING OF TRACKED VEHICLES SHOULD BE KEPT TO A MINIMUM TO REQUIRED FOR OPERATION OF TRACKED VEHICLES OVER THE GEOGRID. ON THE GEOGRID. A MINIMUM BACKFILL THICKENED OF SIX INCHES IS TRACKED CONSTRUCTION EQUIPMENT SHALL NOT BE OPERATED DIRECTLY PRIOR TO PLACING FILL, THE GEOGRID MATERIALS SHALL BE PLACED OVER THEIR EMBEDMENT LENGTH(S). TENSAR GEOGRID REINFORCEMENT SHALL BE CONTINUOUS THROUGHOUT FRONT FACE OF THE SLOPE, EXTENDING TO THE TAIL OF THE GEOGRIDS. DRAWINGS. REINFORCED FILL ZONES LENGTH IS MEASURED FROM THE TENSAR GEOGRID LENGTHS SHALL BE AS SHOWN ON THE CONSTRUCTION SHOWN ON THE DRAWINGS. TENSAR GEOGRID SHALL BE PLACED AT THE LOCATIONS AND ELEVATIONS TENSAR GEOGRID PLACEMENT LIQUID NAILS OR EQUAL. UNITS USING AN APPROVED OUTDOOR CONSTRUCTION ADHESIVE SUCH AS MESA CAP UNITS SHALL BE PERMANENTLY SECURED TO THE MESA STANDARD OWNER OR OWNER'S REPRESENTATIVE. SPECIFICATIONS AND COMPACTION SHALL BE THE RESPONSIBILITY OF THE TESTING METHODS AND FREQUENCY, AND VERIFICATION OF MATERIAL 3.4 3.3 3.2.1 3.2 3.1 3.0 2.9 2.8 2.7 FILL SHALL BE COMPACTED AS SPECIFIED BY PROJECT SPECIFICATIONS OR TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED IN ACCORDANCE WITH ASTM D-698 (STANDARD PROCTOR), AT A MOISTURE CONTENT NO GREATER THAN 2 PERCENTAGE POINTS WET AND NO LESS THAN 1 PERCENTAGE POINT DRY OF OPTIMUM. 2.6 7.8 ANY REVISIONS TO DESIGN PARAMETERS STATED IN SECTION 6.0 OR GLOBAL STABILITY AND BEARING CAPACITY HAS NOT BEEN CONSIDERED BE THE RESPONSIBILITY OF THE OWNER OR OWNER'S REPRESENTATIVE. AND THEIR EFFECTS ON THE TENSAR RETAINING WALL SYSTEM SHALL AND ITS EFFECTS ON THE TENSAR RETAINING SWALL SYSTEM SHALL BE THE RESPONSIBILITY OF THE OWNER OR OWNER'S RESPRESENTATIVE. TOTAL SETTLEMENT AND DIFFERENTIAL SETTLEMENT IN EXCESS OF 1/100 WALL S FOR MANCHESTER, CONNECTICUT AS SHOWN HEREIN. THIS DESIGN IS ONLY VALID FOR THE PROPOSED TENSAR RETAINING TO PROCEEDING WITH CONSTRUCTION. STRUCTURE GEOMETRY SHALL REQUIRE DESIGN MODIFICATIONS PRIOR OF THE OWNER OR OWNER'S REPRESENTATIVE MINIMUM FACTORS OF SAFETY FOR SLIDING AT BASE MINIMUM FACTORS OF SAFETY FOR OVERTURNING AS NOT TO INFLUENCE INTERNAL AND EXTERNAL STABILITY. WATER SURFACE ASSUMED TO BE SUFFICIENTLY BELOW BOTTOM OF WALL GROUNDWATER/PHREATIC SURFACES NOT CONSIDERED IN WALL DESIGN GLOBAL STABILTY HAS NOT BEEN CONSIDERED AND IS THE RESPONSIBILITY MAXIMUM APPLIED BEARING PRESSURE SEISMIC DESIGN HYDROSTATIC DESIGN 6.6 6.5 6.4 SOIL-GEOGRID INTERACTION COEFFICIENT EXTERNAL STABILITY SURCHARGE LOADING: GLOBAL STABILITY: PERCENT COVERAGE OF GEOGRID SOIL-GEOGRID INTERACTION COEFFICIENT 6.3 6.2.3 6.2.2 GEOGRID = 51 kPA = NONE = NONE = 2.0 = 11.8 kPA = 1.5 = 100% = 0.8 = 1.5 7.11 7.10 7.9 THE GEOTECHNICAL REPORT ISSUED BY REPRESENTATIVE. TECHNOLOGIES, INC. AT 404-250-1290 AND THE OWNER'S DURING CONSTRUCTION, IMMEDIATELY CONTACT TENSAR EARTH IF ANY ROCK FORMATIONS AND/OR GROUNDWATER ARE ENCOUNTERED FROM ALL RESULTING CLAIMS, DAMAGES, LOSSES AND EXPENSES. INDEMNIFY AND HOLD HARMLESS TENSAR EARTH TECHNOLOGIES, INC. CONSTRUCTION OF THIS STRUCTURE AND CONTRACTOR SHALL TENSAR TECHNOLOGIES, INC. FORM ALL LIABILITY FOR THE DESIGN AND ARE DIFFERENT THAN THOSE LISTED IN SECTION 6.1, THIS SHALL ABSOLVE BEEN PROVIDED TO TENSAR EARTH TECHNOLOGIES. IF SOIL PARAMETERS THIS DESIGN IS BASED ON SOIL PARAMETERS LISTED IN 6.1. WHICH HAVE AND PARAMETERS LISTED IN SECTION 6.1. TO PROVIDE SOIL THAT MEETS THE GRADATION LISTED IN SECTION 1.1.1 IT IS THE RESPONSIBILITY OF THE OWNER OR OWNER'S REPRESENTATIVE PROVISIONS OF THE CONSTRUCTION NOTES ARE FOLLOWED. OWNER OR OWNER'S REPRESENTATIVE SHALL BE ON-SITE TO ASSURE THE DESCRIBED IN SECTION 6.0 PRIOR TO AND DURING CONSTRUCTION. THE REVIEWING AND VERIFYING THAT THE ACTUAL SITE CONDITIONS ARE AS THE OWNER OF OWNER'S REPRESENTATIVE IS RESPONSIBLE FOR SUBSURFACE GROUNDWATER CONDITIONS. SUITABILITY OF SOIL DESIGN PARAMETERS AND INTERPRETATION OF INTERPRETATION OR VERIFICATION OF SUBSURFACE CONDITIONS, TENSAR EARTH TECHNOLOGIES, INC. ASSUMES NO LIABILITY FOR REPRESENTATIVE PRIOR TO CONSTRUCTION. STRUCTURES MUST BE VERIFIED BY THE OWNER OF OWNER'S WALL ELEVATION VIEWS AND LOCATIONS AND GEOMETRY OF EXISTING STATED IN SECTION 6.0. THESE PARAMETERS ARE OBTAINED FROM FOUNDATION CONDITIONS, GROUNDWATER CONDITIONS, AND LOADINGS THE DESIGN PRESENTED HEREIN IS BASED ON SOIL PARAMETERS. SPECIAL PROVISIONS MINIMUM FACTORS OF SAFETY FOR SLIDING AT LOWEST MINIMUM FACTORS OF SAFETY FOR GEOGRID PULLOUT MINIMUM FACTORS OF SAFETY FOR UNCERTAINTIES DESIGN OF THE REINFORCED SOIL STRUCTURE IS BASED ON THE THE RESPONSIBILITY OF THE OWNER OR OWNER'S REPRESENTATIVE SUBSURFACE WATER (SEEPAGE) COLLECTION AND DIVERSION SHALL BE OF SUBSURFACE DRAINAGE OF WATER (SEEPAGE). PERMANENT ASSUMPTION THAT THE REINFORCED BACKFILL MATERIAL SHALL BE FREE THE TENSAR REINFORCED WALL HAS BEEN DESIGNED ON THE PROVIDED BY THE OWNER OR OWNER'S REPRESENTATIVE. PERMANENT SURFACE WATER DIVERSION SHALL BE REQUIRES AND THE RESPONSIBILITY OF THE OWNER OR OWNER'S REPRESENTATIVE. INTERNAL STABILITY FACTORS OF SAFETY: FOUNDATION SOIL RETAINED SOIL REINFORCED SLOPE FILL FOLLOWING PARAMETERS. 6.2.1 6.2 30° 30° 30° ANGLE FRICTION EFFECTIVE DESIGN PARAMETERS 6.1 6.0 5.5 5.4 18.8 Kn/m 0 kPA = 1.5 = 1.5 STATIC = 1.5 18.8 Kn/m 3 0 kPA 0 kPA COHESION EFFECTIVE 18.8 Kn/m WT. 3 3 MOIST UNIT 7.7 7.6 7.5 7.4 7.3 7.2 BOTH SURFACE DRAINAGE AND SEEPAGE OF GROUNDWATER SHALL BE THE ENGINEERING, DESIGN, ANALYSIS, DETAILING AND MITIGATION OF COMPACTED WITH A SMOOTH WHEEL ROLLER TO MINIMIZE PONDING OF AT THE END OF EACH WORK DAY, BACKFILL SURFACE SHALL BE WATER AND SATURATION OF THE BACKFILL. 5.3 5.2 7.1 7.0 \A1;WALL HEIGHT VARIES \A1;GEOGRID EMBEDMENT LENGTH VARIES \A1;457mm EMBEDMENT 0 VERTICAL HORIZONTAL 5 0 2.5 TYPICAL CROSS-SECTION RETAINED MESA STANDARD UNIT LEVELING PAD SOIL FOUNDATION SOIL MESA CAP UNIT REINFORCED FILL VARIES 1 FINISHED GRADE TENSAR UNIAXIAL STRUCTURAL GEOGRID (SEE ELEVATION VIEW FOR TYPE, EMBEDMENT AND ELEVATION) (SEE DETAILS) LIMIT OF REINFORCED FILL -22.68828867656117 TOP OF WALL ETI TG700 GEOTEXTILE -22.68828867656117 ETI TG500 GEOTEXTILE -22.68828867656117 0 SCALE 1 METER CONSTRUCCION S.A. EMIN INGENIERIA Y \A1;WALL HEIGHT VARIES \A1;EMBEDMENT VARIES RETAINED MESA STANDARD UNIT LEVELING PAD SOIL FOUNDATION SOIL 305mm MIN. LIMIT REINFORCED FILL OF DRAINAGE FILL VARIES GEOGRID EMBEDMENT LENGTH TENSAR STRUCTURALGEOGRID (SEE ELEVATION VIEW FOR TYPE, EMBEDMENT AND ELEVATION) (SEE DETAILS) (BY OTHERS) TRAFFIC BARRIER DESIGN AND LOCATION TYPICAL CROSS-SECTION TOP OF WALL MESA CAP UNIT -1108.570910576325 -1108.570910576325 LIMIT OF REINFORCED FILL 0 SCALE 1 METER \A1;ALTURA MURO VARIABLE \A1;EMPOTRAMIENTO 40cm (MIN.) SECCION TIPICA SUELO MESA STANDARD UNIT BASE DE NIVEL RETENIDO SUELO FUNDACION 305mm MIN. LIMITE RELLENO REFORZADO MATERIAL DRENANTE VARIA EMPOTRAMIENTO DE GEOMALLA GEOMALLA ESTRUCTURAL TENSAR (VER ELEVACION PARA TIPO, EMPOTRAMIENTO Y ELEVACION) (VER DETALLES) TOPE DEL MURO -0.3133768856962416 -0.3133768856962416 LIMITE DEL RELLANO REFORZADO NO A ESCALA \A1;WALL HEIGHT VARIES \A1;GEOGRID EMBEDMENT LENGTH VARIES \A1;1.5' (MIN.) EMBEDMENT R ensar T TYPICAL CROSS-SECTION RETAINED LEVELING PAD SOIL FOUNDATION SOIL 12" (MIN.) LIMIT MESA CAP UNIT REINFORCED FILL OF DRAINAGE FILL FINISHED GRADE TENSAR UNIAXIAL STRUCTURAL GEOGRID (SEE ELEVATION VIEW FOR TYPE, EMBEDMENT AND ELEVATION) (SEE DETAILS) -27.17848156450953 UNIT MESA STANDARD -27.17848156450953 LIMIT OF REINFORCED FILL -27.17848156450953 TOP OF WALL 8" (MIN.) IMPERMEABLE SOIL COVER ROADWAY (BY OTHERS) SCALE 0 1m (BY OTHERS) TRAFFIC BARRIER FENCE OR RAIL (BY OTHERS) \A1;90° \A1;457mm \A1;457mm \A1;203mm \A1;279mm \A1;102mm \A1;279mm -3127.373627904413 NOT TO SCALE MESA HIGH PERFORMANCE UNIT -3127.373627904413 -3127.373627904413 NOT TO SCALE -3127.373627904413 MESA STRAIGHT SIDED -3127.373627904413 -3127.373627904413 CAP UNIT NOT TO SCALE -3127.373627904413 \A1;285mm \A1;405mm \A1;193mm \A1;90° MESA HIGH PERFORMANCE UNIT AND TRIM FINGERS IN FRONT OF TRANSVERSE BAR MESA HP CONNECTOR PLACE TRANSVERSE BAR AGAINST TENSAR UNIAXIAL GEOGRID MESA HP UNIT MESA HP CONNECTOR NEAR VERTICAL ALIGNMENT NOT TO SCALE GEOGRID CONNECTION DETAIL PLACED TWO MESA HP CONNECTORS AT EVERY MESA STANDARD UNIT PLACE 1/3 CONNECTOR IN THE CONNECTOR SLOT LEVELS THAT DO NOT CONTAIN A GEOGRID LAYER, SLOT OF ALL MESA HP UNITS. AT ALL BLOCK PLACE MESA HP CONNECTOR IN THE CONNECTOR APERTURE (PERPENDICULAR TO WALL LONG AXIS OF STRUCTURAL GEOGRID MESA HP UNIT (TYP.) GEOGRID ORIENTATION NOT TO SCALE FACE) TO SPAN THE TWO ADJACENT HP UNITS. \A1;2" \A1;2" \A1;MESA CONNECTOR MESA STANDARD CONNECTOR -50.32195224321353 -50.32195224321353 ELEVATION VIEW -50.32195224321353 SIDE VIEW \A1;152mm LEVELING PAD DETAIL NOT TO SCALE 610mm 152.4mm UNREINFORCED CONCRETE (20690 kPa MIN. COMPRESSIVE STRENGTH) MESA STANDARD UNIT -4031.43743978241 150mm TYPICAL LEVELING PAD STEP DETAIL NOT TO SCALE LEVELING PAD 150mm 228.6mm 203mm 45° MESA STANDARD UNIT 457.2mm OR EQUAL EVERGREEN TG500 GEOTEXTILE FIELD CUT MESA HIGH PERFORMANCE TO FIT MINIMUM SIZE 1/4 UNIT NOT TO SCALE EXISTING STRUCTURE 0.5' MIN. UNIT FILL (12" MIN.) REINFORCED FILL MESA WALL TRANSITION AT STRUCTURE TYPICAL GEOGRID COVERAGE FRONT FACE OF WALL ALTERNATE LAYERS OF UNIAXIAL PRIMARY REINFORCEMENT SHALL BE PLACED IN BELOW. CENTERLINE OF THE GEOGRID IN ALIGNMENT WITH THE CENTERLINE OF THE SPACE STAGGERED PATTERN SUCH THAT THE LAYER ABOVE IS PLACED WITH THE 1.33m NOT TO SCALE (X) 1.33m PRIMARY UNIAXIAL GEOGRID (X) NOTE: 1.33m PERCENT COVERAGE X 100 73 58 0 500mm 960mm TENSAR UNIAXIAL GEOGRID (NOT LESS THAN 1.83m IN LENGTH) NOT TO SCALE BODKIN CONNECTION 1.83m MINIMUM LENGTH 1.83m MINIMUM LENGTH SLACK IN CONNECTION PULL TAUT TO REMOVE 38mm x 6mm HDPE BODKIN BAR \A1;40 \A1;45 \A1;15 \A1;55 \A1;40 \A1;70 \A1;150mm REFUERZO -239.6666195997759 -239.6666195997759 TUBO CORRUGADO DE 1/2 CANA D=040m -239.6666195997759 MESA MURO -239.6666195997759 -239.6666195997759 PARAPETO (DISENADO POR OTROS) -239.6666195997759 -239.6666195997759 \A1;18" \A1;8" \A1;4" \A1;18" \A1;11" MESA HIGH PERFORMANCE UNIT & CAP UNIT ISOMETRIC NOT TO SCALE MESA CAP UNIT -27.92684704583425 -27.92684704583425 -27.79431231311793 -27.92684704583425 -27.92684704583425 TENSAR EARTH TECHNOLOGIES, INC. CON PROPOSITOS DE DISEÑO PRELIMINAR Y NO SERA ESTE DIBUJO, NOTAS DE DISEÑO Y CALCULOS ASOCIADOS HAN SIDO PREPARADOS POR ESTE DISEÑO ES BASADO EN LAS PROPIEDADES ESPECIFICAS DE LOS PRODUCTOS TENSAR (GEOMALLAS, COMPUESTOS DE DRENAJE Y MEDIOS ANTIEROSIVOS), LOS CUALES SON PROPIEDAD DE TENSAR CORPOPRATION, 1210 CITIZENS PARKWAY, MORROW, GA. 30260. CUALQUIER SUBSTITUCION O EN PARTE, NI SERA DADO A OTROS SIN LA AUTORIZACION DE TENSAR EARTH TECHNOLOGIES, INC. DE LOS PRODUCTOS ESPECIFICADOS INVALIDARAN ESTE DISEÑO. ESTE DIBUJO HA SIDO ELABORADO PARA USARSE SOLAMENTE EN ESTE PROYECTO ESPECIFICO. CUALQUIER ENTIDAD ACEPTANDO ESTE DOCUMENTO LO HACE EN CONFIANZA Y ACUERDA QUE NO SERA DUPLICADO POR COMPLETO COPYRIGHT 2000, TENSAR EARTH TECHNOLOGIES, INC. USADO COMO DISEÑO FINAL NI CONSTRUCCION. (404) 250-1290 TENSAR 5883 Glenridge Drive EARTH TECHNOLOGIES, INC. Atlanta, Georgia 30328 Suite 200 PROYECTO DE INGENIERIA DE DETALLE EJE OHIGGINS DE CHIGUAYANTE SERVICIO DE VIVIENDA Y URBANIZACION REGION DEL BIOBIO PROYECTO ESTRUCTURAS MUROS DE TIERRA ARMADA COMUNA : DIRECTOR SERVIU REGION DEL BIOBIO FECHA APROBACION TA-02/02 RUBEN MUÑOZ VERA ARQUITECTO FORMATO: FACTURA N : ESCALA: PROYECTO N : o 1 : 100 o LAMINA N : MODIFICACIONES o DE PROVINCIA: PROYECTO: UNIDAD DE INGENIERIA CONCEPCION PROPIETARIO URBANISMO MEJOR VIVAMOS Y DE VIVIENDA MINISTERIO FECHA: FECHA: DICIEMBRE 2001 DEPTO. TECNICO CHIGUAYANTE REVISO -0.3133768856962416 NO A ESCALA BLOQUE MESA -0.3133768856962416 -0.3133768856962416 -0.3133768856962416 TENSAR EARTH TECHNOLOGIES, INC. CON PROPOSITOS DE DISEÑO PRELIMINAR Y NO SERA ESTE DIBUJO, NOTAS DE DISEÑO Y CALCULOS ASOCIADOS HAN SIDO PREPARADOS POR USADO COMO DISEÑO FINAL NI CONSTRUCCION. \A1;70 mm \A1;50mm \A1;50mm CONECTOR ESTANDAR MESA -0.3133768856962416 -0.3133768856962416 ELEVACION -0.3133768856962416 CARA LATERAL TENSAR EARTH TECHNOLOGIES, INC. CON PROPOSITOS DE DISEÑO PRELIMINAR Y NO SERA ESTE DIBUJO, NOTAS DE DISEÑO Y CALCULOS ASOCIADOS HAN SIDO PREPARADOS POR USADO COMO DISEÑO FINAL NI CONSTRUCCION. BLOQUE MESA Y DETALLE CORTE EL SOBRANTE FRENTE A LA BARRA TRANSVERSAL EL CONECTOR MESA COLOQUE BARRA TRANSVERSAL CONTRA GEOMALLA UNIAXIAL TENSAR BLOQUE MESA CONECTOR MESA NO A ESCALA CONEXION DE GEOMALLA COLOQUE DOS CONECTORES MESA EN CADA BLOQUE TENSAR EARTH TECHNOLOGIES, INC. CON PROPOSITOS DE DISEÑO PRELIMINAR Y NO SERA ESTE DIBUJO, NOTAS DE DISEÑO Y CALCULOS ASOCIADOS HAN SIDO PREPARADOS POR USADO COMO DISEÑO FINAL NI CONSTRUCCION. \A1;150mm DETALLE DE LOSA DE NIVELACION NO A ESCALA 600mm 150mm CONCRETO NO REFORZADO TIPO H20 BLOQUE MESA -0.3133768856962416 TENSAR EARTH TECHNOLOGIES, INC. CON PROPOSITOS DE DISEÑO PRELIMINAR Y NO SERA ESTE DIBUJO, NOTAS DE DISEÑO Y CALCULOS ASOCIADOS HAN SIDO PREPARADOS POR USADO COMO DISEÑO FINAL NI CONSTRUCCION. RANURA DE TODOS LOS BLOQUES COLOQUE EL CONECTOR MESA EN LA (PERPENDICULAR A LA CARA DEL MURO) EJE LONGITUDINAL DE GEOMALLA ESTRUCTURAL BLOQUE MESA (TIPO) ORIENTACION DE LA GEOMALLA NO A ESCALA TENSAR EARTH TECHNOLOGIES, INC. CON PROPOSITOS DE DISEÑO PRELIMINAR Y NO SERA ESTE DIBUJO, NOTAS DE DISEÑO Y CALCULOS ASOCIADOS HAN SIDO PREPARADOS POR USADO COMO DISEÑO FINAL NI CONSTRUCCION. \A1;TASLAPO 150mm MIN. \A1;150mm SECCION TIPO SEGUNDA FILA DE BLOQUES ULTIMA FILA DE BLOQUES -0.3133768856962416 -0.3133768856962416 ENVOLTURA, 220 gr/m LIMITE DEL GEOTEXTIL COLOCACION GEOTEXTIL NO A ESCALA (GEOTEXTIL NO-TEJIDO TIPO AM4551) 2 ENVOLTURA, 220 gr/m ENVOLTURA, 220 gr/m 2 2 TAPA DE BLOQUES (GEOTEXTIL NO-TEJIDO TIPO AM4551) (GEOTEXTIL NO-TEJIDO TIPO AM4551) TENSAR EARTH TECHNOLOGIES, INC. CON PROPOSITOS DE DISEÑO PRELIMINAR Y NO SERA ESTE DIBUJO, NOTAS DE DISEÑO Y CALCULOS ASOCIADOS HAN SIDO PREPARADOS POR USADO COMO DISEÑO FINAL NI CONSTRUCCION. 150mm DETALLE TIPO DE ESCALON EN LOSA DE NIVELACION NO A ESCALA LEVELING PAD 150mm 202.5mm 193mm 45° BLOQUE MESA 450mm TENSAR EARTH TECHNOLOGIES, INC. CON PROPOSITOS DE DISEÑO PRELIMINAR Y NO SERA ESTE DIBUJO, NOTAS DE DISEÑO Y CALCULOS ASOCIADOS HAN SIDO PREPARADOS POR USADO COMO DISEÑO FINAL NI CONSTRUCCION. WHERE NECESSARY TRIM GEOGRID AT FACE MINIMUM 3" OF SOIL BETWEEN OVERLAPPING LAYERS OF GEOGRID FRONT FACE OF WALL GEOGRID PLACEMENT ON CURVES NOT TO SCALE THE GEOGRID APERTURES BEHIND THE DRIVE CONNECTOR FINGERS THROUGH PLACE TRANSVERSE BAR AGAINST TENSAR STRUCTURAL GEOGRID MESA STANDARD CONNECTOR MESA STANDARD UNIT GEOGRID CONNECTION DETAIL NOT TO SCALE MESA STANDARD UNIT AND NEAR VERTICAL ALIGNMENT MESA CONNECTOR FIRST TRANSVERSE BAR OF TRANSVERSE BAR TRIM FINGERS IN FRONT PLACE TWO MESA STANDARD AT EVERY MESA STANDARD UNIT \A1;REINFORCED FILL \A1;11" \A1;12" MESA STANDARD UNITS GEOGRID ATTACHMENT DETAIL FRONT OF WALL BEFORE BUILDING WALL BEYOND 5' BACKFILL & COMPACT IN IN HEIGHT. LIMIT OF DRAINAGE FILL NOT TO SCALE NOM. DRAINAGE FILL TENSAR STRUCTURAL GEOGRID (SEE ELEVATION VIEW FOR TYPE, LENGTH AND EMBEDMENT) NOM. LIMITS OF DRAINAGE FILL AND PLACE GEOGRID OVER SLOT IN TOP OF BLOCK. PLACE MESA CONNECTOR FINGERS OVER THE GEOGRID APERATURES BEHIND THE FIRST TRANSVERSE BAR. REMOVE SLACK AND ANCHOR. -23.4021542369407 -23.4021542369407 -23.4021542369407 \A1;REINFORCED FILL MESA STANDARD UNITS GEOGRID ATTACHMENT DETAIL LIMIT OF DRAINAGE FILL NOT TO SCALE NOM. DRAINAGE FILL TENSAR STRUCTURAL GEOGRID (SEE ELEVATION VIEW FOR TYPE, LENGTH AND EMBEDMENT) NOM. LIMITS OF DRAINAGE FILL AND PLACE GEOGRID OVER SLOT IN TOP OF BLOCK. PLACE MESA CONNECTOR FINGERS OVER THE GEOGRID APERATURES BEHIND THE FIRST TRANSVERSE BAR. REMOVE SLACK AND ANCHOR. -1032.126140763336 FRONT OF WALL BEFORE BUILDING WALL BEYOND I1.52mm IN HEIGHT BACKFILL & COMPACT IN 305mm 279mm \A1;RELLENO REFORZADO \A1;305mm BLOQUE MESA ESTANDAR Y LOCALIZACION DEL GEOGRID & GEOTEXTIL LIMITE MATERIAL DRENANTE SIN ESCALA NOM. LIMITE DEL MATERIAL DRENANTE COLOQUE GEOMALLA SOBRE LA RANURA ALL TOPE DEL BLOQUE. COLOQUE LAS PESTAÑAS DEL CONECTOR SOBRE LAS APERTURAS DE LA GEOMALLA DETRAS DE LA PRIMERA COSTILLA TRANSVERSAL. REMUEVA ARRUGAS/QUIEBRES -0.3133768856962416 AL MURO ANTES DE CONSTRUIRLO, COLOCANDO DELANTE 350mm DE SUELO RELLENE & COMPACTE FRENTE GEOTEXTIL NO TEJIDO, 4.0 oz. -0.3133768856962416 CUANDO SEA NECESARIO CORTE LA GEOMALLA EN LA CARA 76mm ESPESOR DE SUELO MINIMO ENTRE CAPAS DE GEOMALLA TRASLAPADAS CARA FRONTAL DEL MURO COLOCACION DE GEOMALLA EN CURVAS NO A ESCALA Atlanta, Georgia 30328 (404) 250-1290 EARTH TECHNOLOGIES, INC. 5883 Glenridge Drive Suite 200 TENSAR 0 As Shown TENSAR EARTH TECHNOLOGIES, INC. CON PROPOSITOS DE DISEÑO PRELIMINAR Y NO SERA ESTE DISEÑO ES BASADO EN LAS PROPIEDADES ESPECIFICAS DE LOS PRODUCTOS TENSAR (GEOMALLAS, COMPUESTOS DE DRENAJE Y MEDIOS ANTIEROSIVOS), LOS CUALES SON PROPIEDAD DE TENSAR CORPOPRATION, 1210 CITIZENS PARKWAY, MORROW, GA. 30260. CUALQUIER SUBSTITUCION DE LOS PRODUCTOS ESPECIFICADOS INVALIDARAN ESTE DISEÑO. ESTE DIBUJO HA SIDO ELABORADO PARA USARSE SOLAMENTE EN ESTE PROYECTO ESPECIFICO. CUALQUIER ENTIDAD ACEPTANDO ESTE DOCUMENTO LO HACE EN CONFIANZA Y ACUERDA QUE NO SERA DUPLICADO POR COMPLETO O EN PARTE, NI SERA DADO A OTROS SIN LA AUTORIZACION DE TENSAR EARTH TECHNOLOGIES, INC. COPYRIGHT 2000, TENSAR EARTH TECHNOLOGIES, INC. USADO COMO DISEÑO FINAL NI CONSTRUCCION. ESTE DIBUJO, NOTAS DE DISEÑO Y CALCULOS ASOCIADOS HAN SIDO PREPARADOS POR REVISIONES / DADO PARA Número de Proyecto Fecha Dibujo Escala Diseñado por Dibujado por Revisado por Hoja Número \A1;457mm \A1;279mm \A1;158mm \A1;203mm \A1;90° \A1;457mm \A1;102mm \A1;279mm -907.7943332612704 NOT TO SCALE -907.7943332612704 MESA STANDARD BLOCK -907.7943332612704 -907.7943332612704 -907.7943332612704 NOT TO SCALE MESA STRAIGHT SIDED CAP UNIT -907.7943332612704 -907.7943332612704 -907.7943332612704 BX1200 & BX1100 GEOGRID PLACEMENT ON CURVES NOT TO SCALE AROUND RADIUS FRONT FACE GEOGRIDS FOR PROPER ANCHORAGE. 3" OF SOIL FILL REQUIRED BETWEEN OVERLAPPING TRIM GEOGRID TO FIT OF SLOPE FRONT FACE OF WALL GEOGRID 90° CORNER DETAIL NOT TO SCALE PROVIDE 3" MIN. SOIL COVER BETWEEN OVERLAPPING LAYERS OF GEOGRID REINFORCEMENT CONTRACTOR SHALL TRIM GEOGRID SUCH THAT ONE LAYER OF GEOGRID IS PLACED ON MESA UNIT CARA FRONTAL DEL MURO DETALLE DE ESQUINA A 90° NO A ESCALA PROVEER 76mm MIN. DE SUELO ENTRE CAPAS TRASLAPADAS DE GEOMALLAS DE REFUERZO EL CONTRATISTA CORTARA LA GEOMALLA DE TAL FORMA QUE UNA CAPA DE GEOMALLA SEA COLOCADA SOBRE EL BLOQUE MESA PARAPETO (DISEÑADO POR OTROS) \A1;1.33m \A1;1.33m \A1;1.33m \A1;X \A1;X MINIMUM SIZE - 1/4 UNIT FIELD CUT MESA STANDARD UNITS EVERGREEN TG500 GEOTEXTILE WIRE FORM WALL FRONT FACE OF WELDED AT WELDED WIRE FORM WALL OR EQUAL MESA WALL TRANSITION NOT TO SCALE NOTE: GEOGRID NOT SHOWN FOR CLARITY DRAINAGE FILL (12" MIN.) REINFORCED FILL 0.5' MIN. OR EQUAL EVERGREEN TG500 GEOTEXTILE NOT TO SCALE EXISTING STRUCTURE 0.5' MIN. DRAINAGE FILL (12" MIN.) REINFORCED FILL AT SIDES AND ABOVE WALL MESA WALL TRANSITION AT STRUCTURE FIELD CUT MESA STANDARD UNITS MINIMUM SIZE - 1/4 UNIT COBERTURA TIPO DE GEOMALLA CAPAS ALTERNAS DE REFUERZO PRIMARIO UNIAXIAL SE COLOCARAN SIGUIENDO UN DE ABAJO. DE CENTRO DE LA GEOMALLA ALINEADA CON LA LINEA DE CENTRO DEL ESPACIO PATRON DE TAL FORMA QUE LA CAPA DE ARRIBA ES COLOCADA CON LA LINEA NO A ESCALA GEOMALLA UNIAXIAL PRIMARIA NOTA: PORCENTAJE COBERTURA X 100 73 0 400mm BLOQUE MESA -0.3133768856962416 -0.3133768856962416 -0.3133768856962416 -0.3133768856962416 -0.3133768856962416 TENSAR EARTH TECHNOLOGIES, INC. CON PROPOSITOS DE DISEÑO PRELIMINAR Y NO SERA ESTE DIBUJO, NOTAS DE DISEÑO Y CALCULOS ASOCIADOS HAN SIDO PREPARADOS POR USADO COMO DISEÑO FINAL NI CONSTRUCCION. \A1;300mm \A1;300mm \A1;300mm \A1;300mm NO A ESCALA ESTRIBO TRANSICION DE MURO MESA A ESTRIBO \A1;CORTAR LOS BLOQUES AL TAMANO REQUERIDO \A1;RELLENO REFORZADO -0.3133768856962416 -0.3133768856962416 GEOTEXTIL NO-TEJIDO 220gr/m2 (TIPO AM4551) \A1;CORTAR LOS BLOQUES AL TAMANO REQUERIDO \A1;RELLENO REFORZADO GEOTEXTIL NO-TEJIDO 220gr/m2 (TIPO AM4551) -0.3133768856962416 ESTRIBO -0.3133768856962416 TENSAR EARTH TECHNOLOGIES, INC. CON PROPOSITOS DE DISEÑO PRELIMINAR Y NO SERA ESTE DIBUJO, NOTAS DE DISEÑO Y CALCULOS ASOCIADOS HAN SIDO PREPARADOS POR USADO COMO DISEÑO FINAL NI CONSTRUCCION. \A1;1.33m \A1;1.33m \A1;1.33m \A1;X \A1;X \A1;90° \A1;285mm \A1;405mm \A1;193mm \A1;150mm \A1;70 mm \A1;50mm \A1;50mm \A1;RELLENO REFORZADO \A1;305mm \A1;300mm \A1;300mm \A1;300mm \A1;300mm COBERTURA TIPO DE GEOMALLA CAPAS ALTERNAS DE REFUERZO PRIMARIO UNIAXIAL SE COLOCARAN SIGUIENDO UN DE ABAJO. DE CENTRO DE LA GEOMALLA ALINEADA CON LA LINEA DE CENTRO DEL ESPACIO PATRON DE TAL FORMA QUE LA CAPA DE ARRIBA ES COLOCADA CON LA LINEA NO A ESCALA GEOMALLA UNIAXIAL PRIMARIA NOTA: PORCENTAJE COBERTURA X 100 73 0 400mm BLOQUE MESA 1.33m 1.33m 1.33m X X CARA FRONTAL DEL MURO DETALLE DE ESQUINA A 90° NO A ESCALA PROVEER 76mm MIN. DE SUELO ENTRE CAPAS TRASLAPADAS DE GEOMALLAS DE REFUERZO EL CONTRATISTA CORTARA LA GEOMALLA DE TAL FORMA QUE UNA CAPA DE GEOMALLA SEA COLOCADA SOBRE EL BLOQUE MESA 285mm NO A ESCALA BLOQUE MESA 405mm 193mm 90° DETALLE DE LOSA DE NIVELACION NO A ESCALA 600mm 150mm CONCRETO NO REFORZADO BLOQUE MESA 150mm RANURA DE TODOS LOS BLOQUES COLOQUE EL CONECTOR MESA EN LA (PERPENDICULAR A LA CARA DEL MURO) EJE LONGITUDINAL DE GEOMALLA ESTRUCTURAL BLOQUE MESA (TIPO) ORIENTACION DE LA GEOMALLA NO A ESCALA CONECTOR ESTANDAR MESA 70 mm 50mm ELEVACION 50mm CARA LATERAL BLOQUE MESA Y DETALLE CORTE EL SOBRANTE FRENTE A LA BARRA TRANSVERSAL EL CONECTOR MESA COLOQUE BARRA TRANSVERSAL CONTRA GEOMALLA UNIAXIAL TENSAR BLOQUE MESA CONECTOR MESA NO A ESCALA CONEXION DE GEOMALLA COLOQUE DOS CONECTORES MESA EN CADA BLOQUE 150mm DETALLE TIPO DE ESCALON EN LOSA DE NIVELACION NO A ESCALA LEVELING PAD 150mm 202.5mm 193mm 45° BLOQUE MESA 450mm BLOQUE ESTANDAR MESA Y LOCALIZACION DEL GEOGRID & GEOTEXTIL LIMITE MATERIAL DRENANTE SIN ESCALA NOM. LIMITE DEL MATERIAL DRENANTE COLOQUE GEOMALLA SOBRE LA RANURA ALL TOPE DEL BLOQUE. COLOQUE LAS PESTAÑAS DEL CONECTOR SOBRE LAS APERTURAS DE LA GEOMALLA DETRAS DE LA PRIMERA COSTILLA TRANSVERSAL. REMUEVA ARRUGAS/QUIEBRES RELLENO REFORZADO AL MURO ANTES DE CONSTRUIRLO, COLOCANDO DELANTE 350mm DE SUELO RELLENE & COMPACTE FRENTE 305mm Date Drawn Project Number Scale Designed by Drawn by Checked by REVISIONS \ ISSUE NO A ESCALA ESTRIBO TRANSICION DE MURO MESA A ESTRIBO \A1;CORTAR LOS BLOQUES AL TAMANO REQUERIDO \A1;RELLENO REFORZADO 300mm 300mm GEOTEXTIL NO-TEJIDO 180gr/m2 (TIPO AM4551) \A1;CORTAR LOS BLOQUES AL TAMANO REQUERIDO \A1;RELLENO REFORZADO GEOTEXTIL NO-TEJIDO 180gr/m2 (TIPO AM4551) 300mm ESTRIBO 300mm

Language	English
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Plastic, Other
Measurement Units
Footprint Area
Building Features	Garden / Park
Tags	auskleidung, autocad, beschichtung, coating, constructive, DETAIL, details, DWG, granit, Granite, granito, pedra, placement, revestimento, revêtement, wall covering