Submission Packet 912

AETANAD WAL GENERAL NOTES (-consTHUCTON) CONSTRUCTION SRC LUIS Core was osc OLIN AE AS OTE FUGA PARAMETERS OoESON UN we wa sou 30" 0 PSE eu couPaGtED Sty, swo¥ AY RETANED SOL 30" 0 PSE eee WELL COMPACTED SLTY, SANDY CLAY FOUNDATION SOL 30° OPS ‘Well COMPACTED SLTY, SANDY CLAY EME? HOES HAVE BEEN PRADED FOR ohne, [ASSUMES FL PLACOKENT IN B INGH (200 Mi) LIFTS COMPAGTED TO 95% STANDARD PROCTOR, CONOACTION TEST FREQUENCY SHALL BE DETERMINED BY THE ENGINEER OR AS ERSE SPECIFIED. 7. RETARNG WALL URITS AND INSTALARON SHALL CONFORM FO THE ALLAN BLOCK MODULAR RETAINING WALL SYSTEMS SPEGFICATION GUIDELINES, CEOGRID RENFORCEMENT SYSTEMS WNAGBIENT SPEOFICATION GUIDEUNES AS PUBUSHED IN THE MANUFACTURER'S MANUAL. ‘CONSTRUCTED ACCORDING THE "TO THE CONTRACT ORAWRGS. STRUCTURAL, GRSS-SECTOM DESO REGUEMENT. TO MSURE PROPER RETANNG WALL PLAN EW IS FOR WALL IDENTIRCATION oH ‘GEOR PLACEMENT, CONTRAGTOR MUST ¥. ‘REMEW BOTH ELEVATION MEW AND _A- QUALIFIED -ENGREER -OR TECHIIIAN ALL SUPSRASE-THE-WALL-CONSTRGTION TO-WERIPY- PARAMETERS. ‘SURFACE. DRANAGE NOTES 1, RANFALL CAN BE DEFINED As. $2. STE GRADING RE-ROUTES SURFACE WATER AROUND AND AWAY FROM THE: POST CONSTRUCTION NOTES 1% THE RETAMNG WALLS) HAVE BEEN STALLED SINCE WORE THAN 2 YEARS. HO DRARNAGE ISSUES HAVE BEEN NOTED BY THE OANER OR THE NEGHORS TL DATE. A DUE NOTES ARE SUPERSEDED, E TO TSS, SOME OF TH PRECEEDING 15. WHE RETAINING WALL{S) ARE IN GOOD CORDITON. HO STABLY ISSUES HAVE BEEN NOTED TLL DATE. ND-SHE-S0t- COHN SBEAGE WATER, THE ETANG WALL OES HAS TAKEN WD CONSDCRATN THE NARAGDENT OF TS WATER -GEOTECHNGAL-EGh STEW PROPEL. KEYSTONE STANDARD UNITS - NEAR VERTICAL SAND/GRAVEL: 6=34°, y=120 pef (19kN/m’) co GEOGRID PLACEMENT EIGHT 250 PSF SURCHARGE GEOGRID PLACEMENT ‘aM GEOGRID PLACEMENT ecueroncen “The inlormation contained herein has been compec by Keystone? Retzining Wall Systems LLC and ta the best of ou knowledge, accurately represents the Ketone product we in the applications which are ‘ustrated Final determination of the saab fa the use contemplated and is rrarner of use ave the sole responsibility ofthe user. Structural design and analyse shall be performed by a qustfied engineer Keystone Construction Manual GEQGRID DESIGN CHART ‘FORTUS SQUARE FOOT’ TYPE 12°W X 18°L X BH BLOCKS oN (OR EQUIVALENT) 3” PVC OUTFALL COMPACTED SOIL CAP CAPSTONE _— CAPSTONE - fi rie \— COMPACTED

ystone Construction Manual GEQGRID DESIGN CHART ‘FORTUS SQUARE FOOT’ TYPE 12°W X 18°L X BH BLOCKS oN (OR EQUIVALENT) 3” PVC OUTFALL COMPACTED SOIL CAP CAPSTONE _— CAPSTONE - fi rie \— COMPACTED SOIL CAP \— CLEAN ROCK BACKFILL 1\— srw 7 SERIES (OR EQUIVALENT) GEOSYNTHETIC REINFORCEMENT 6'-0" | FROM QUTSIDE FACE OF WALL, AT EVERY 2ND LAYER OF BLOCKS "FORTUS SQUARE FOOT’ TYPE i 42"W X 18"L X 8"H BLOCKS (OR EQUIVALENT) 3" Pvc mY SECTION A~A 6-0" (P) 24°W X 12°H GRAVEL BED AND STONE DUST FOUNDATION FILTER FABRIC GRAVEL BED ANO STONE DUST FOUNDATION 24°W X 12"H CLEAN ROCK BACKFILL SRW 7 SERIES (OR EQUIVALENT) GEOSYNTHETIC REINFORCEMENT 6'-0" L FROM OUTSIDE FACE OF WALL, AT EVERY 2ND LAYER OF BLOCKS i 4/24/24 | Per Revers vefeed comments dt. 3/13/24 Te Dale Teton [eT GENERAL NOTES, DESIGN CHART AND SECTION A-A PRORET BLOCK RETAINING WALL WITH GEOGRID CENT/ORIR JOSE MARCOS DeOLIVEIRA Locanoe: ‘31 BRUDFORD AVE, MEST ORANGE, ¥) TET OF ROD ENGINEERING, P.C 80 BROADMAN PEWY, JERSEY CITY, NI 07305 TEL: (201)736:7546 a RAEN BY SLE SK AS SHOWN bees Br CoP ia 2 ene O cog Sie nt MB 8/14/23 TESS & MOLARION OF TE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE Lipa ORG HABER Beaem te eed ene ek Me Ry MISC/31BR ven budnten ene IEP Sts bret Sai 6 SO A Me Cc-02 ScaeD 0" FOULED ar HS Sc ADE Ca Of S008 20F 3 en aio Ate fe aah