TENSAR TWO-STAGE WALL SUBMITTAL

Transcription

1 Alpharetta Georgia THIS DESIGN IS BASED UPON SPECIFIC PROPERTIES THOSE ARE PROPRIETARY TO TENSAR. ANY SUBSTITUTION THE HOE OR IN PART NOR DISCOSED TO OTHERS ITHOUT THE 2018 TENSAR INTERNATIONA CORPORATION MSE STRUCTURE SHOP DRAINGS PREPARED FOR I Y I E INDEX NO. NAME 1 Title Sheet 2 Typical Cross-Section - C.I.P. Fascia 3 Typical F Unit Details 4 C.I.P. Fascia Details (1 of 2) 5 C.I.P. Fascia Details (2 of 2) DEPARTMENT DRAN BY: CHECKED BY :. IE ENGINEER RECORD (MSE STRUCTURE ONY): DETAIS REINFORCEMENT PACEMENT THAT ADDRESS OBSTRUCTIONS AND ACUTE CORNERS TO BE ORKED ITH AP APPROVED DRAINGS FOR THE TENSAR ARES PERMANENT A SYSTEM. TITE 1 5

2 Alpharetta Georgia TRAFFIC BARRIER AND MOMENT SAB (BY OTHERS) TOP COPING FINISHED GRADE AT TOP A THIS DESIGN IS BASED UPON SPECIFIC PROPERTIES THOSE ARE PROPRIETARY TO TENSAR. ANY SUBSTITUTION THE HOE OR IN PART NOR DISCOSED TO OTHERS ITHOUT THE 2018 TENSAR INTERNATIONA CORPORATION DESIGN HEIGHT (DH) NEST TOP BASKET COURSE AS NECESSARY CAST-IN-PACE CONCRETE FASCIA (STAGE TO FACING) REINFORCED FI RETAINED SOI I Y I E EDED-IRE FORM (F) FACING UNIT AND COMPONENTS (STAGE ONE FACING) AASHTO M288 CASS 1 GEOTEXTIE RAP (TYP.) IMIT REINFORCED FI TENSAR BX1120 GEOGRID RAP (TYP.) PVC SOID OUTET PIPE (SEE DRAINAGE OUTET DETAIS ON 5 5) FINISHED GRADE TENSAR UNIAXIA STRUCTURA GEOGRID (TYPE PER FINA DESIGN) 1'-6" (TYP.) DEPARTMENT EMBEDMENT PER PROJECT REQUIREMENTS EVEING PAD DRAN BY: BOTTOM A FOUNDATION SOI CHECKED BY :. IE ENGINEER RECORD (MSE STRUCTURE ONY): GEOGRID EMBEDMENT ENGTH (PER FINA DESIGN) TYPICA CROSS-SECTION - C.I.P. FASCIA TYPICA CROSS-SECTION - C.I.P. FASCIA 2 5

3 Alpharetta Georgia " (TYP.) ENGTH (MEASURE INSIDE HOOK-INSIDE HOOK) SEE NOTE " S 24" C/C TYP. (FIED ADJUST AS REQUIRED) BEND HORIZONTA IRES ON VERTICA EG F FACING UNIT FRONT FACE A THIS DESIGN IS BASED UPON SPECIFIC PROPERTIES THOSE ARE PROPRIETARY TO TENSAR. ANY SUBSTITUTION THE HOE OR IN PART NOR DISCOSED TO OTHERS ITHOUT THE 2018 TENSAR INTERNATIONA CORPORATION 24" C/C MAX. (AS REQUIRED) 18.0" VIE A-A CUT HORIZONTA IRES AONG BOTTOM EG F FACING UNIT I Y I E 10'-0" 4" x 4" x 4.0 EDED IRE FABRIC NOTE: MAINTAIN IRE FORM ON EACH SIDE BEND. EDED IRE FORM OUTSIDE CORNER UNIT NOTES: 1. FACING TO CONSIST PREFABRICATED F 4" x 4" x 4.0 FORMS. 2. F'S ARE MANUFACTURED ASTM A82 (AASHTO M32) STEE IRE AND ARE EDED IN ACCORDANCE ITH ASTM A185 (AASHTO M55). 3. F FORMS USED IN PRECAST PANE FASCIA APPICATIONS SHA BE HOT DIP GAVANIZED AFTER BENDING IN ACCORDANCE ITH ASTM A123 (AASHTO M111). F FORMS USED IN C.I.P. FASCIA APPICATIONS MAY BE BACK STEE. 4. STRUTS USED IN PRECAST PANE FASCIA APPICATIONS SHA BE MANUFACTURED MEDIUM TEMPER PRE-GAVANIZED IRE IN ACCORDANCE ITH ASTM A641 OR HOT-DIP GAVANIZED AFTER BENDING IN ACCORDANCE ITH ASTM A153 (AASHTO M232). STRUTS USED IN C.I.P. FASCIA APPICATIONS MAY BE BACK STEE. 5. OVERA ENGTH IRE FORMS IS 10'-0". EFFECTIVE CONSTRUCTED IDTH IS 9'-8" ITH 4" OVER APPING AT ENDS. A BUTT THE END VERTICA BARS BETEEN FACE PANES FRONT FACE A DEPARTMENT DRAN BY: 9'-8" A 4" OVERAP BEND HORIZONTA IRES ON VERTICA EG F FACING UNIT CUT HORIZONTA IRES ON BOTTOM EG F FACING UNIT CHECKED BY :. IE ENGINEER RECORD (MSE STRUCTURE ONY): CENTER NOTE: MAINTAIN IRE FORM ON EACH SIDE BEND. EDED IRE FORM FACING UNIT EDED IRE FORM INSIDE CORNER UNIT TYPICA F UNIT DETAIS 3 5

4 Alpharetta Georgia BEND AND CAST ITH C.I.P. A 6" (MIN.) TOP & BOTTOM TENSAR UNIAXIA GEOGRID IN ACCORDANCE ITH EEVATION VIE TENSAR BX1120 GEOGRID REINFORCED FI THIS DESIGN IS BASED UPON SPECIFIC PROPERTIES THOSE ARE PROPRIETARY TO TENSAR. ANY SUBSTITUTION THE HOE OR IN PART NOR DISCOSED TO OTHERS ITHOUT THE 2018 TENSAR INTERNATIONA CORPORATION F FACING UNIT (SEE NOTE) 48" (MIN.) TOP AND BOTTOM AASHTO M288 CASS 1 GEOTEXTIE 3" NOTE: SEE EDED IRE FORM (F) FACING UNIT DETAI FOR FACING MATERIA AND DIMENSIONS. EDED IRE FORM FACING DETAI (C.I.P. FASCIA) I Y I E 3" (MIN.) 1 (MIN.) SEE NOTE 1 C.I.P. FASCIA TENSAR UNIAXIA STRUCTURA GEOGRID (TYPE PER FINA DESIGN) DEPARTMENT SEE NOTE 2 NOTES: REINFORCED FI DRAN BY: CHECKED BY :. IE ENGINEER RECORD (MSE STRUCTURE ONY): 1. C.I.P. FASCIA REBAR AYOUT TO BE DETERMINED ON A PER PROJECT BASIS FOR PANE HEIGHT THICKNESS AND OADING CONDITIONS. 2. CAST-IN-PACE CONCRETE AND REBAR COVER SHA MEET FDOT DESIGN STANDARDS FOR A TYPE 2A 2B 2C 2D 2E AND 2F. 3. UNIAXIA GEOGRID SHA BE SECURED TO VERTICA REBAR ITH TIE IRES OR ZIP TIES. 4. CONCRETE FOR CIP FASCIA SHOUD BE POURED USING TREMIE HOSE OR EQUIVAENT APPROVED METHOD SO AS TO NOT DISENGAGE THE UNIAXIA GEOGRID SECURED TO VERTICA REBAR. 5. REFER TO FACING DETAI FOR FACING COMPONENT REQUIREMENTS. C.I.P. FASCIA CONNECTION DETAI FRONT FACE F FACING UNIT 4.36' 4.36' 4.36' GEOGRID EXTENSION INTO C.I.P. FASCIA - PAN VIE C.I.P. FASCIA DETAIS (1 2) 4 5

5 6 mil PASTIC COVERING (TYP.) CONTRACTOR SHA COVER DRAINAGE COMPOSITE AND OPEN SPACE BETEEN GEOGRID TABS PRIOR TO PACEMENT CONCRETE DRAINAGE COMPOSITE CONTRACTOR SHA PACE 6" MIN. AT ENDS CIP PANES AND 1 MIN. AT 8' (MAX.) O.C. PRIOR TO PACEMENT CONCRETE. 6 mil PASTIC COVERING PVC (SCH. 40) SOID OUTET PIPE PACED ON 2% (MIN.) SOPE 10.0' CC. BOTTOM PIPE SHA BE OCATED 4" (MIN.) TO 8" (MAX.) ABOVE FINISHED GROUND EEVATION AND SPACED 10' VERTICAY. DRAINAGE COMPOSITE (SEE NOTE) Tensar International Corporation Alpharetta Georgia THIS DESIGN IS BASED UPON SPECIFIC PROPERTIES THOSE ARE PROPRIETARY TO TENSAR. ANY SUBSTITUTION THE HOE OR IN PART NOR DISCOSED TO OTHERS ITHOUT THE 2018 TENSAR INTERNATIONA CORPORATION 8" MIN. EMBEDMENT DRAINAGE COMPOSITE PACEMENT DETAI DRAINAGE OUTET DETAI NOTE: SEE DRAINAGE COMPOSITE PACEMENT DETAI. SOTTED PIPE (TYP.) DRAINAGE COMPOSITE SHA BE NON-OVEN GEOTEXTIE AASHTO M288 CASS 2 BONDED TO BOTH SIDES A 3 DIMENSIONA POYMERIC NET STRUCTURE AND MEET THE FOOING REQUIREMENTS: PHYSICA REQUIREMENTS FOR DRAINAGE CORE PROPERTY VAUE TEST METHOD COMPRESSIVE STRENGTH (PSI) 20 ASTM D 1621 IN-PANE FO CAPACITY (MIN.) (GA./MIN./FT.) 10 ASTM D 4716 CORE THICKNESS (MIN.) (IN.) 0.25 I Y I E DEPARTMENT FORMORK SHA BE AS DESIGNED BY CONTRACTOR. 3' (TYP.) 3' (TYP.) DRAN BY: 8' (MAX.) C/ DRAINAGE COMPOSITE (SEE DRAINAGE COMPOSITE PACEMENT DETAI) REBARS FORMORK AS DESIGNED BY CONTRACTOR OCATION EXPANSION JOINT EXPANSION JOINTS ARE TO BE CONTINUOUS THROUGH THE EVEING PAD CIP FACING AND COPING CHECKED BY :. IE ENGINEER RECORD (MSE STRUCTURE ONY): TENSAR GEOGRID TAB TRIM DETAI C.I.P. FASCIA DETAIS (2 2) 5 5