KSI Engineering dated 8 14 23 6 10 2024 Submission

TANG WAL GENEL NOTES (E-CnTRUCTER) 1S Loomis caceRED WL TS Dao ALCLLATINS AE BSED CN THE FLOWN PARAMETERS OHESON UNIT WEGH SOL_TIPE, (RRL. SOM OPS «120 CF YELL COMPACTED SLTY, SANDY CLAY RETAINED SOL 30" OPS © 120 POF WELL COMPACTED SILTY, SANDY CLAY FOUNDATION SOL 30° OPS © 120 °CF © WELL COMPACTED SITY, SANDY CLAY ‘3 SSC LOADAG 1S HOT CONSIDERED IN THIS DESIG ‘4 GLOBAL STABUTY 1S HOT CONSDERED IN. THIS DESH, E VEEP HILES HAVE BEEN PAVOED FOR ORARAGE. RG AMUALSS ASSUMES FL PLACEMENT I B ICH (200 KM) LIFTS COMPACIED TO 96% STANDARD PROCTOR, COMPACTION TEST FREQUENCY SHALL BE DETERMINED BY THE ENGINEER OR AS SP RETNANG WAL HTS AND WSTILLANO SAL CRATER TO TE ALAN 600K MOULAR RETANNG WAL STEMS SPEONCATON CUDELUES,OEOGRD RENFORCEMENT SYSTEMS FACTS MAN TG WAL PL VEN 8 FOR WL. ENTTCATIN OAL, PLACEMENT, CONTRACTOR HUST REVIEW BOTH ELEVATION IEW AND ROSS SECTIONS ‘0, SUGGESTED QUALITY ASSURANCE REQUIREMENTS: ‘A QUALED ENONEER OR TECHNIGAN SHALL SUPERVSE THE WALL CONSIRUCTION TO VERIFY FELD AND SITE SOIL OONDTHONS. IN THE EVENI.THAT THE STE QEOTEOHNICAL ENGINEER ODES HOT PERFORM THIS FORK, A QUAUFED GECTEGHRICAL ENGNEER/TECHNICAN SHALL BE CONSULTED TO ASSURE THE KEYSTONE" (OR) ‘FORTUS’ WALL 1S CONSTRUCTED WIM PROPER SO. SURFACE DRAINAGE NOTES: 11, RARFALL CAN BE DEFINED AS SURFACE WATER, THE RETAINING WALL DESIGN HAS TAKEN INTO CONSOERATION THE: MANAGEMENT OF THIS MATER, 12, STE GRADING RE~ROUTES SURFACE. MATER AROUND AND AMAY FROM THE WALL. POST CONSTRUCTION NOTES 1S. TRE RETANING WALL{S) HAVE BEEN MSTALLED SINCE MORE THAN 2 YEARS. NO DRAMAGE ISSUES HAVE BEEY NOD BY THE OWER OR THE NEGHORS TLL DATE, 1 DUE TO HS, SOME DF THE PRECEEDING HOTES ARE SUPERSEDED, 1S, tHE RETAINNG WALL(S) ARE 0% GOOD CONDIRON, NO STABUTY ISSUES HAVE BEEN NOTED TILL DATE. 'FORTUS SQUARE FOOT’ TYPE *FORTUS SQUARE 12"W X 1X 3° PVC OUTFALL COMPACTED SOIL CAP CAPSTONE ™ FOOT TYPE "LX 8°H BLOCKS \ (OR EQUIVALENT) CAPSTONE -_ — COMPACTED SOIL CAP \_ CLEAN ROCK BACKFILL \— sew 7 SERIES (OR EQUIVALENT) GEOSYNTHETIC REINFORCEMENT 6'-0" L FROM OUTSIDE FACE OF WALL, AT EVERY 2ND LAYER OF ‘BLOCKS 12°W X 18°L X B"H BLOCKS (OR EQUIVALENT) Seen es FILTER FABRIC — GRAVEL BED AND STONE DUST FOUNDATION 24"W X 12"H 3” PVC mu | KEYSTONE STANDARD UNITS - NEAR VERTICAL SAND/GRAVEL: 6=34°, y=120 pef (19kN/m’) GEOGRID PLACEMENT eo ‘HEIGHT, 4.3 (1.3m)? 5,7", 7m) SECTION A-A SCALE: 3/8”

ST FOUNDATION 24"W X 12"H 3” PVC mu | KEYSTONE STANDARD UNITS - NEAR VERTICAL SAND/GRAVEL: 6=34°, y=120 pef (19kN/m’) GEOGRID PLACEMENT eo ‘HEIGHT, 4.3 (1.3m)? 5,7", 7m) SECTION A-A SCALE: 3/8” = GEOGRID PLACEMENT ” (TEM IMY HEIGHT 4:3" (4.3m) 5.20.7) 7.0 (2:1m) 8 GEOGRID PLACEMENT 0K Z0ME “The informa conte heres has been comptod by Keystone Rewaring Wl Systems LLC ado the best wf ourknowiedge, accurately represents the Keystone pradoct use in the applications which age ikesuated, Finat determination ofthe suitability for te use contemplated and is manner of ure ate the sole resporstlty of fhe wet. Stuciual design and snalysc stall be perfoumad by 3 qualified gag neet Keystone Construction Manual \ CLEAN ROCK BACKFILL \ SRW 7 SERIES (OR EQUIVALENT) GEOSYNTHETIC REINFORCEMENT 6'~O" L FROM OUTSIDE 6-0" FACE OF WALL, AT EVERY 2ND LAYER OF BLOCKS 24°W X 12°H GRAVEL BED AND STONE DUST FOUNDATION ‘ 04/24/24 | Pee Reviena’s vevoed coormarta dt. 3/13/24 roy ote Retain aR ME GENERAL NOTES, DESIGN CHART AND SECTION A~A FRET BLOCK RETAINING WALL WITH GEOGRID [Sao JOSE MARCOS DeOLIVEIRA tocarite ‘31 BRADFORD AVE, WEST ORANGE, Ni GRID DESIGN CHART ‘TEL: (201)736-7546 Ly aa SF SK AS SHOWN exo — loa © coPsmiGnT 2003 ¥ ENOREERING PC a ae Me 8/14/23 {T'S A MOLATION OF THE (AW FOR ANY PERSON, UNLESS ACTING UNDER THE ed ‘iaECTON OF THE UCENSED ENGREER, 70 ae MISC/31BR PE EES A ANA Oi HE AE Re ar ef C-02 “ALTERED SHGNATURE AND TIE DATE OF SUCH 2073 ASS UD 1 SOU, AD