Rev2 31 Bradford_Geo Ret Wall_1of3_rev2 Merged

BRADFORD AVE / IW PLACE OF EXISTING WOODEN =. s PROPOSED RETAINING WALL HS RAILROAD TES a GEOGRID FABRIC arenes \ RETAINING WALL A Ke FOR NORTHEAST RETAINING WALL NORTHEAST RETAINING. WALL WOOD BATTEN FENCE PLAN oo oa ae ee eae SCALE: 1/8"=1'-0" im ST SOUTHEAST RETANNG WALL ces TUT UAUs TON OOF CELT MRAaEOvG<TVOLUURLOATQUVOOUUUEUOC>CTULOMQQOOO6 TUL URURELAQSAHO0 OULU a ‘ - : t % q ; in : 1 c { | = ‘ome #08 bs Ba 3 PVC OUIFAL WALL—| ae ‘5-6 J ‘ NORTHEAST WALL ELEVATION GEOGRID FABRIC SCALE: 3/16” = 1-0" hawt LOCATION MAP North Mie As we ee = we CAA wo i : Fs o 8 a 231 Bradford Ave, Weat d f Orange, NJ 07052 3 é j é Se, Ge, hy, ng g Ate é Ne é 5 ; é é ~ \y $ é q zB é g £ eZ on © como 2008 FS BIGNEEANC Pe AU acis "ESE (1 A MOLATON OF THE Ln FOR ANY PERSON, UNLESS ACTING UNDER THE ORECHON OF THE LCENSED ENGINEER, TO. ALTENAYTEW NANT WAY TF AN MEW SEARING THE ENGNEERNG SEAL CF THE GCENSED ENOMEDY Wy ALTERED, SHE ALTENING ENGNCER SHALL AFF TO MS SEAL AND THE NOTATION TLTERED BY" FOLLOWED BY HS SGAATURE AND THE DATE OF SUCH ALTERATION, AND A SPEOPIC DESGHOION OF THE ALTENATON 2 12/05/24 _| Per Revie 's comments dt. 10/17/24; updated TB 1 (04/24/24 [Per Reviewer's revised comments dt. 3/13/24 No. Date Revision DRAWING THLE PLAN, LOCATION MAP & NORTHEAST WALL ELEVATION “""BLOCK RETAINING WALL WITH GEOGRID ‘CLIENT/OWNER JOSE MARCOS DeOLIVEIRA LOCATION: 31_BRADFORD AVE, WEST ORANGE, NJ — K<S} 0 ENGINEERING, P.C 80 BROADMAN PKWY, JERSEY CITY, NJ 07305 TEL: (201)736-7546 : ksiengineering@gmail.com fant Mirza Bak sen TE ]ORAWN BY ‘SCALE Sk AS SHOWN CHECKED BY DATE MB 8/14/23 FILE DRAWING NUMBER MISC/31BR Cc. 0 1 1 OF 3 ”

RETANING WALL GENERAL NOTES (PRE—CONSTRUCTION) CONSTRUCTION NOTES 1, SOL LOADS CONSIDERED MTHS DESIGN AND CALCULATIONS ARE BASED CN THE FOLLONNG PARAMETER COHESION UNIT WEIGHT wen. sow Cpe MZ) Por” MEL CONPACTED SLI, SANDY cLAY RETAINED SOL 30° 0 PSF — 120 PCF_—_VELL COMPACTED SILTY, SANDY CLAY FOUNDATION SO. 30° 0 PSF 120 PCF_ WELL COMPACTED SILTY, SANDY CLAY ‘3. SESMIC LOADING IS NOT CONSIDERED IN THS DESIGN “4. GLOBAL STABILITY IS NOT CONSIDERED IN THIS DESIGN. sorrrone RRINRCE STH *f SSR WEEP HOLES HAVE BEEN PRVIDED FOR ORANAGE. 6. ANALYSS ASSUMES FILL PLACEMENT IN 8 NCH (200 MM) LETS COMPACTED TO 95% STANDARD PROCTOR. COMPACTION TEST FREQUENCY SHALL BE DETERMINED BY THE ENGNEER OR AS 7. RETAINING WALL UNS AND INSTALLATION SHALL CONFORM TO THE ALLAN BLOCK MODULAR RETANING WALL SYSTEMS SPECIFICATION GUDELINES, GEOGRID RENFORCEMENT SYSTEMS. SPECIFICATION GUIDELINES, AND WATER MANAGEMENT SPECIFICATION GUIDELINES AS PUBLISHED IN. THE MANUFACTURER'S MANUAL. 8: RETANING NALS MUS BE STALLED AND CONSTRUCTED ACCORDING TO THE CONTRACT DRAWNGS. TE RETANIG WALL PLAN, VW 'S FOR WALL DENTEICATON ONL 9. GEOGRID SPACING IS DETERMINED \L CROSS-SECTION DESIGN REQUREMENTS. TO INSURE PROPER GEOGRID PLACEMENT, CONTRACTOR MUST REVEW BOTH ELEVATION VEW AND CROSS SECTONS PROR TO WAL CONTUCTINN 10, SUGGESTED QUALITY ASSURANCE REQUIREMENTS: ‘A QUALIFED ENGNEER OR TECHNICIAN SHALL SUPERVISE THE WALL CONSTRUCTION TO VERIFY FIELD AND SITE SOIL CONDITIONS. IN THE EVENT THAT THE SITE GEOTECHNICAL ENGINEER DOES NOT PERFORM THIS WORK, A QUALIFIED GEOTECUNCAL ENGNEER/TEGINIKAN SHALL BE CONSULTED TO ASSURE THE KEYSTONE” (OR) FORTUS’ WALL 1S CONSTRUCTED WITH PROPER SOL ‘SURFACE DRAINAGE. NOTES 11. RAINFALL CAN BE OEFINED AS SURFACE WATER. THE RETANING WALL DESIGN HAS TAKEN INTO CONSIDERATION THE MANAGEMENT OF THIS WATER, 12 SITE GRADING RE-ROUTES SURFACE WATER AROUND AND AWAY FROM THE WALL POST CONSTRUCTION NOTES {3 THE RETANNG.WAL(S) HAVE BEEN NSTALED SCE MORE THAN 2 YEARS. MO ORANAGE SSUES HAVE BEEN NOTED BY THE OWER OR THE NEGHORS TL DATE 14. DUE TO THIS, SOME OF THE PRECEEDING NOTES ARE SUPERSEDED. 15, tHE RETAINING WALL(S) ARE IN GOOD CONDITION, NO STABILITY ISSUES HAVE BEEN NOTED TILL DATE. "FORTUS SQUARE FOOT’ TYPE 12"W X 18°L X 8"H BLOCKS KEYSTONE STANDARD UNITS - NEAR VERTICAL SAND/GRAVEL: 6=34°, y=120 pcf (19kN/m’) NO SURCHARGE GEOGRID

STABILITY ISSUES HAVE BEEN NOTED TILL DATE. "FORTUS SQUARE FOOT’ TYPE 12"W X 18°L X 8"H BLOCKS KEYSTONE STANDARD UNITS - NEAR VERTICAL SAND/GRAVEL: 6=34°, y=120 pcf (19kN/m’) NO SURCHARGE GEOGRID PLACEMENT REINFORCED ‘SOIL ZONE HEIGHT 4.3" (1.3m) __5.7' (1.7m) _7.0°(2.1m)__8.3' (2.5m). 0) Tam) aM) (Zon) (23M) 11.0' (3.4m) GEOGRID PLACEMENT 1 1 i REINFORCED | SOLZONE | i 1 1 i 8.3' (2.5m) 9.7' (3.0m) eM) (om) (Zam) GEOGRID PLACEMENT (SSE tice 4.3 1.3m) 5.7" (1.7m) 17.0" (2.1m) 8.3' (2.5m) 9.7° (3.0m) 11.0° (3.4m) “The inform: illustrated contained herein has been compl al determination ofthe suitability by Key the applications which are qualified engineer. Keystone Construction Manual GEOGRID_ DESIGN CHART CAPSTONE ~ | 'FORTUS SQUARE FOOT’ TYPE 12"W X 18°L X 8°H BLOCKS NN (OR EQUIVALENT) 3” PVC OUTFALL COMPACTED SOIL CAP CAPSTONE. — COMPACTED SOIL CAP \_ CLEAN ROCK BACKFILL i\— saw 7 SERIES (OR EQUIVALENT) GEOSYNTHETIC REINFORCEMENT 6'-0" L FROM OUTSIDE FACE OF WALL, AT EVERY 2ND LAYER OF BLOCKS FILTER FABRIC (OR EQUIVALENT) 3” Pvc m= \ GRAVEL BED AND 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 24"W X 12"H GRAVEL BED AND STONE DUST FOUNDATION SECTION AA. SCALE: 3/8" = 1'-0" 7 12/05/24 | Title Block updated 7 (04/24/24 | Per Reviewer's revised comments dt 3/13/24 No. Date Revision DRAWING TITLE GENERAL NOTES, DESIGN CHART AND SECTION A-A PROJECT BLOCK RETAINING WALL WITH GEOGRID ‘CLIENT/OWNER JOSE MARCOS DeOLIVEIRA ARCHITECT OP RBS Ks ENGINEERING, P.C 80 BROADMAN PKWY, JERSEY CITY, NJ 07305 __ TEL: (201)736-7546 : ksiengineering@gmail.com SEG Wize Baie WP. 14GE047206600 DRAWN BY SCALE SK AS SHOWN CHECKED BY DATE MB 8/14/23 ‘PYRIGHT 2023 ALL 3IGHTS =: ITI A MOLATION OF THE LAW FOR NY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE LICENSED ENGINEER, TO ALTER AN ITEM IN. ANY WAY. IF AN TIEN GEARING THE ENGINEERING SEAL OF THE LICENSED ENGNEER IS. ALTERED, the att NECN SHALL AEF TO MS SEAL AND TH OTATON D THE DATE OF SUCH ALTERATION, AND A. SPECIE ZESSRITION OF THE ALTERATION FILE DRAWING NUMBER MISC/31BR C-02 2 OF 3

+9" 3-10°"—F SOUTHEAST UPPER WALL ELEVATION SCALE: 3/16” = 1-0" +5-8 +20-8" +35-8" +p0-8" +38 8 +40'-8' +8 8 +97'-9" | 2 12/05/24 Title Block updated T 04/24/24 | Per Reviewer's revised comments dt. 3/13/24 SOUTHEAST LOWER WALL ELEVATION aE seven SCALE: 3/16" = 1’-0" SOUTHEAST WALL ELEVATIONS “BLOCK RETAINING WALL WITH GEOGRID CLIENT/OWNER JOSE MARCOS DeOLIVEIRA LOCATION: 31_BRADFORD AVE, WEST ORANGE, NJ — K<S} 0 ENGINEERING, P.C 80 BROADMAN PKWY, JERSEY CITY, NJ 07305 TEL: (201)736-7546 Email : ksiengineeri iLcom ae sche eaato © PORAWN BY ‘SCALE SK AS SHOWN ‘CHECKED BY DATE MB 8/14/23 O« ST ENONEEAWNG PC FLE DRAWING NUMBER Amor Hees IT JS A WOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING MISC/31BR DECTON OF THE UCENGED ENGINES. TO ATES ANTE a Mev SEARNG THE EWGINEERNG SEA OF THE CEENSED. ENGINEER IS ALTERED, IME ALIERNG ENONEER SHALL FDC TO HB, SEAL 0 THE NOTION 30F 3 ; 03 “ALTERED oY" THE DATE. OF SUCH ATEATIQN, aN A SPECIE GESGEPION. OF THE ALTERATION,