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REINFORCING STEEL SHALL BE 60 KSI, ® P LAIN DEFORMED NEW BILLET STEEL CONFORMING TO ASTM A615. 3,ONLY LOW P.I.(P.I.<15)MATERIAL MAY BE USED AS BACKFILL BEHIND WALL.NATIVE SOILS OF REVISEMEETING THIS REQUIREMENT MAY BE USED. 4.BOTTOM OF FOOTING TO BE PLACED ON UNDISTURBED SUBGRADE WHERE POSSIBLE. APPROVED PLANS SHALL 8� IF PLACED ON FILL,FILL SHALL BE COMPACTED TO BETWEEN 95%AND 105%OF MAXIMUM TOP SOIL COMPACTED ON SITE DRY DENSITY IN ACCORDANCE WITH ASTM D698. F-�` }N O$ !T E AT ALL T I M E 10' 16" 10' 5,SHOULD ANY SITE CONDITIONS ARISE THAT WOULD WARRANT ANY DEVIATIONS FROM E 1V:8H MAX.SLOPE _ THESE DESIGN SPECIFICATIONS,THE CONTRACTOR MUST NOTIFY THE ENGINEER / I= I I-I I — BEFORE PROCEEDING WITH CONSTRUCTION. \\ III I 6.SLOPE STABILITY OF THE EXCAVATION IS THE RESPONSIBILITY OF THE CONTRACTOR. 7.CONSULT WITH THE ENGINEER IF A HANDRAIL IS REQUIRED. 8.UNLESS OTHERWISE NOTED,THE WALL DESIGN IS BASED ON: A)NO VISIBLE SIGNS OF GROUND WATER \ \ \ \ \ B.)NO SURCHARGE DUE TO STRUCTURES OR EQUIPMENT DD \ \ NIII-111- //\// INSPECTION NOTES: SEQUENCE OF INSPECTIONS SHALL BE: O CZ) \ /j//\\ I II F � INSPECTION 1:PRE—DESIGN/PRE BUILD SITE INSPECTION, \l INSPECTION 2:INSPECTION OF PRE POUR FOOTING REINFORCMENT PLACEMENT AND SIZE. STONE SHALL BE FULLY INSPECTION 3: AFTER WALL IS BUILT TO SLIGHTLY ABOVE DRAINAGE,WITH DRAINAGE IN PLACE, MORTARED TOGETHER \ /\ 11 I I III AND INSPECTION OF AGGREGATE TO BE USED. EXCAVATION LINE (SEE NOTE#6) III III --�oF T♦ r��ptE. ... •Fx4d k 3'DIAMETER WEEP �� HOLES @ 8'O.C. I El 1 4'DIA,PERFORATED PVC PIPE e••�••••••••••' ••""•'•'•"•,� _ WRAPPED WI MIRAFY FILTER FABRIC 0 ALAN GOL I GHTLY ilp THISLOPE TO DRAIN ?/••;••••••••••••••••'•'•"""4 81471 3" DQ -1 - • �+ 1 —I 12'THICK CRUSHED GRAVEL OR 1]'�• /$ ��•,• �2' 1111 IROCK CHIPS CONTINUOUS ALONG BACK OF WALL.WRAP WITH FILTER '�t\I /0 AL•�C.NG~ III—III-I I —III—III= I — FABRIC AT EARTHEN EXPOSURE _ _ _ EI I I-1I I I COMPACTED CLAY TO The seal appearing on this I-I I I-1 11=1 I I���I -I I I=1 I I- WITHIN 3 OF FLOW LINE document was authorized by IF 1 I- ALAN GOLIGHTLY, P.E. MY F RAPEVIN 81471 #a @ 16. — on January 25, 2016 RELEASED FOR CONSTRUCTION Whitworth Engineering 4-#4 CONTIN. F-3973 T-3" 1'-V MIN. SHEET: OF: RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. GRAVITY RETAINING WALL THIS PLAN TO BE KEPT ON A THE JOB AT ALL TIMES CREATIVE HARDSCAPES OF TEXAS N.T.S. DATE: -1 a y• Qp 1-6 BY; 4217 HALLMONT DRIVE PRO\/I17E 2EG15'TCI2 En1C1r1Ems.%z SCAL_EO 111,1b 5w'0C—D COLLEYVILLE, TX BUILDING INSPECTION DIVISION C.'T 10 I� 'R[(gyp Q"C A N� �QQ 1Z C��I A 1- RELEASE DOES NOT APPLY TO CONSTRUCTION IN DRAWN B A G Y: RE-1 A 1 0 1 0 CY W(4LL I Q S P C EASEMENTS OR PUBLIC RIGHT-OF-WAY. WHITWORTH PROJECT NO. DF BULL 12ETAINIt�IG W 5-f (2U�'�'►v^�• LCHAN E MUSTBEAPPROVED ENGINEERING WEi6-0086Rw ALL CO hI IANIONO Jw INC 4200 NORTN MAIN,SUITE 150 SHEET: FORT W23"106ORTH,TX 75708 V OF 1 1517)FORT WORT",)208.51 M FAX r I _ .1)agl a */� � �� „mod A La� s' OFFICE COPY