I in XQ FINISHED GRADE 8' RAILROAD TIE 3/8' DIA, 12' LONG, AT EACH E,,I, OF R.R, TIE FRONT VIEW - TYPICAL CRIBBED WALL 6'-0' 1'-4" 1/-6# 4/-6# RE: 2/Sl FOR TOP TIER -----------� N❑TEi WALL NOT DESIGNED FOR — — — — — — — — — — — u J SURCHARGE LOADS ON TERRACE LEVELS, USE _ _ _ _ _ _ _ _ _ _ _ _ 3/8' DIA. X 12' SPIKES 4 FOR THE BASE TIER OF u ALL TERRACED WALLS. — — — — — — — — — — — u — - - - - - -- ---------� J � 4 ---------- — — — — — — — — — — -------- ----------__ J BLOCKING TIES — — — — — — — — — — — u� � 1 I -------- -- u4 -J r u TERRACING SECTION 4" 5' ;D" TYP 1 O 9" NAILING SECTION, TYP. 1 1/r = 1, = 1' WALL 8' RAIL TIE AT 8' 0, C, (BACKTIE) 8' RAILR❑AD TIE 3/8' DIA. 12' LONG, AT EACH E OF R,R, TII 3/4" = 1'- 3 7 sl 4'-6r MINIMUM START BACKTIE �- 3/8" DIA. SPIKES INT❑ TIE BELOW PER 6 S1 TOP ❑F FILL WKFILL 1ST WLL LIFT BE ACRS ABOVE (DVSTRUCTED 9 @ 2" I 9' FILTER FABRI RE1 NOTE #2 CD / C II � H x r` Q 0 I I =1 I I"III"`III"III' �I��IIIII�IIIII�ITI��II ------��---- -111=III-I l iml l l_'� u II -----------------��- "- ----------------�•� II-� -------------------- YI-i--'l I- II=III ( u I --------------------------- FINISHED 3 NOTE: THIS WALL NOT DESIGNED GRADE S1 ALTERNATE NO. 1,2 FOR SU BACKFILL MAY SLOPE AT 1:3 MAX, EXCAVATI❑N LINE BACKTIES TO BE 4' LONG FOR WALLS 4' FEET HIGH OR LESS, 6' LONG FOR 5' FOOT WALLS AND 8' LONG FOR 5'-10" HIGH WALLS TIE BLOCKING RCHARGE LOADS SECTION - TYPICAL CRIBBED WALL SECTION 3/4" _ 3'-6" MINIMUM BACKFILL UPER TIERS WITH ON - SITE S❑IL R �- FULL 8' BACKTIES NAIL INT❑ BACKTIE WITH 12' X 3/8' DIA. SPIKES TERRACING TIE DETAIL 4" 5' P" TYP NAILING SECTION AT BACKTIE 1 1/2" = 1' 8' RAIL TIE 8' BACKTIE AT 8'-0' 0. C, 3/4" = 1' 4" 5" BURIED BASE RES-RAINT ALTERNATE NO 1 PAVING SLAB RESTRAINT ALTERNATE NO, 2 3 NP. SECTION AT BASE OF WALL S1�- NAILING PLAN 1 1/z" v - S❑IL REPORT FIRM1 NONE PROVIDED REPORT NO, DATED: ALLOWABLE BEARING CAPACITY 2000 psf (ASSUMED) N❑TES 1. 12' SPIKES SHOWN ON DRAWINGS ONLY REQUIRED FOR WALLS 4'-0' OR GREATER IN HEIGHT, ALL LOW WALLS MAY BE TOE NAIL CONNECTED. 2. FILTER FABRIC - REQUIRED --MIRAFI' OR EQUAL 3. BASE RESTRAINT - ALTERNATE NO, 1 AT - WHERE REQUIRED ALTERNATE NO, 2 AT - WHERE REQUIRED 4. THE TERM 'HAND COMPACTION' ON OUR DRAWING INDICATES A PROCEDURE IN WHICH THE BACKFILL SOIL IS INITIALLY DUMPED IN BEHIND THE WALL, AT L❑CATIONS BETWEEN DEAD -MEN, WITH A FRONT - LOADER, THE S❑IL IS THEN WORKED IN AROUND THE DEAD -MEN BY HAND, USING SHOVELS S❑ THAT VOID AREAS D❑ NOT OCCUR, IN THE PROCESS, THE SOIL IS COMPACTED UNDER FOOT BY THE WORKMEN, THE USE OF VERY WET OR VERY DRY BACKFILL SOIL SHOULD BE AVOIDED, THE C❑MPACT- I❑N OF THIS BACKFILL AROUND DEAD -MEN IMPR❑VES THE PULL-OUT RESISTANCE OF THESE TIES, IN OTHER AREAS THE BACKFILL NEED NOT BE HAND COMPACTED BUT SHOULD BE PLACED IN A MANNER THAT KEEPS VOID AREAS TO A MINIMUM THEREBY REDUCING THE AMOUNT OF BACKFILL SETTLEMENT AT FINISHED GRADE, Y z O J m m o U W z TOP OF WALL I I I I�—� �- MIN. TWO SPIKES PER TIE TYPICAL 0 z :3O = u u II O U II u u II oo W II u u I I I I u ONE 1 i�AT SPIKE FROM ABOVE BACKTIE TYPICAL, W00 I I u I I TYP, BACKTIE L❑CATION I I I u u II _j Q O~ Q o W LL II u u II 0 `� .: II u u II II u olio u II II u ullu u II it u u II cl U II u u II II u u II II u ullu u II II u ullu u II II u u II II u u II II 11 u 11 u 54 II u -------------- II u I u TWO SPIKES THRU BACKTIES TYPICAL u II u u -------- 8'-0' TIE MODULE u II -�-- u I -------------------------------�--- - - - - - - - - - - FINISHED GRADE II --- u u -------u II u- iIII=III -- u --- u 8'-0' TIE MODULE II ---I-- li u I u - FINISHED GRADE 8' RAILROAD TIE 3/8' DIA, 12' LONG, AT EACH E,,I, OF R.R, TIE FRONT VIEW - TYPICAL CRIBBED WALL 6'-0' 1'-4" 1/-6# 4/-6# RE: 2/Sl FOR TOP TIER -----------� N❑TEi WALL NOT DESIGNED FOR — — — — — — — — — — — u J SURCHARGE LOADS ON TERRACE LEVELS, USE _ _ _ _ _ _ _ _ _ _ _ _ 3/8' DIA. X 12' SPIKES 4 FOR THE BASE TIER OF u ALL TERRACED WALLS. — — — — — — — — — — — u — - - - - - -- ---------� J � 4 ---------- — — — — — — — — — — -------- ----------__ J BLOCKING TIES — — — — — — — — — — — u� � 1 I -------- -- u4 -J r u TERRACING SECTION 4" 5' ;D" TYP 1 O 9" NAILING SECTION, TYP. 1 1/r = 1, = 1' WALL 8' RAIL TIE AT 8' 0, C, (BACKTIE) 8' RAILR❑AD TIE 3/8' DIA. 12' LONG, AT EACH E OF R,R, TII 3/4" = 1'- 3 7 sl 4'-6r MINIMUM START BACKTIE �- 3/8" DIA. SPIKES INT❑ TIE BELOW PER 6 S1 TOP ❑F FILL WKFILL 1ST WLL LIFT BE ACRS ABOVE (DVSTRUCTED 9 @ 2" I 9' FILTER FABRI RE1 NOTE #2 CD / C II � H x r` Q 0 I I =1 I I"III"`III"III' �I��IIIII�IIIII�ITI��II ------��---- -111=III-I l iml l l_'� u II -----------------��- "- ----------------�•� II-� -------------------- YI-i--'l I- II=III ( u I --------------------------- FINISHED 3 NOTE: THIS WALL NOT DESIGNED GRADE S1 ALTERNATE NO. 1,2 FOR SU BACKFILL MAY SLOPE AT 1:3 MAX, EXCAVATI❑N LINE BACKTIES TO BE 4' LONG FOR WALLS 4' FEET HIGH OR LESS, 6' LONG FOR 5' FOOT WALLS AND 8' LONG FOR 5'-10" HIGH WALLS TIE BLOCKING RCHARGE LOADS SECTION - TYPICAL CRIBBED WALL SECTION 3/4" _ 3'-6" MINIMUM BACKFILL UPER TIERS WITH ON - SITE S❑IL R �- FULL 8' BACKTIES NAIL INT❑ BACKTIE WITH 12' X 3/8' DIA. SPIKES TERRACING TIE DETAIL 4" 5' P" TYP NAILING SECTION AT BACKTIE 1 1/2" = 1' 8' RAIL TIE 8' BACKTIE AT 8'-0' 0. C, 3/4" = 1' 4" 5" BURIED BASE RES-RAINT ALTERNATE NO 1 PAVING SLAB RESTRAINT ALTERNATE NO, 2 3 NP. SECTION AT BASE OF WALL S1�- NAILING PLAN 1 1/z" v - S❑IL REPORT FIRM1 NONE PROVIDED REPORT NO, DATED: ALLOWABLE BEARING CAPACITY 2000 psf (ASSUMED) N❑TES 1. 12' SPIKES SHOWN ON DRAWINGS ONLY REQUIRED FOR WALLS 4'-0' OR GREATER IN HEIGHT, ALL LOW WALLS MAY BE TOE NAIL CONNECTED. 2. FILTER FABRIC - REQUIRED --MIRAFI' OR EQUAL 3. BASE RESTRAINT - ALTERNATE NO, 1 AT - WHERE REQUIRED ALTERNATE NO, 2 AT - WHERE REQUIRED 4. THE TERM 'HAND COMPACTION' ON OUR DRAWING INDICATES A PROCEDURE IN WHICH THE BACKFILL SOIL IS INITIALLY DUMPED IN BEHIND THE WALL, AT L❑CATIONS BETWEEN DEAD -MEN, WITH A FRONT - LOADER, THE S❑IL IS THEN WORKED IN AROUND THE DEAD -MEN BY HAND, USING SHOVELS S❑ THAT VOID AREAS D❑ NOT OCCUR, IN THE PROCESS, THE SOIL IS COMPACTED UNDER FOOT BY THE WORKMEN, THE USE OF VERY WET OR VERY DRY BACKFILL SOIL SHOULD BE AVOIDED, THE C❑MPACT- I❑N OF THIS BACKFILL AROUND DEAD -MEN IMPR❑VES THE PULL-OUT RESISTANCE OF THESE TIES, IN OTHER AREAS THE BACKFILL NEED NOT BE HAND COMPACTED BUT SHOULD BE PLACED IN A MANNER THAT KEEPS VOID AREAS TO A MINIMUM THEREBY REDUCING THE AMOUNT OF BACKFILL SETTLEMENT AT FINISHED GRADE, N O C m wsio m0 Y �m3C.« �w Q Ua`0�Y -��j p LL4�I ,Ca lai E m c c m o•N ° 6 >� 0 2`m Lm000tn0a&Va m T c.o.c E m "a c �•a mii o u >.`m P o°ami 3-0 Nom' w .� c+•W O m - 0o 0O qO0-0CZ7 �m�.t.�odcv 3�Ou oW m Y z O J m m o U W z z LLJ v +' v v 0 z :3O = .— O 0 O U �� r\ ao z ail oo W W'c�NVN ar U7 W Q cn ai v a� W W00 W v Q O �z 0 ++ O Cf) 0 _j Q O~ Q o W LL U 6 Q 0 `� .: z m U- m g N U- p N I a1�S'' • ti- N fJ) Z Y cl U N O C m wsio m0 Y �m3C.« �w Q Ua`0�Y -��j p LL4�I ,Ca lai E m c c m o•N ° 6 >� 0 2`m Lm000tn0a&Va m T c.o.c E m "a c �•a mii o u >.`m P o°ami 3-0 Nom' w .� c+•W O m - 0o 0O qO0-0CZ7 �m�.t.�odcv 3�Ou oW m Y z O J m o U W z 0 LLJ v +' v v (V z :3O = .— O 0 O U �� r\ ao z c oo W W'c�NVN Q � U7 W Q cn ai v a� axi ,-• W00 W v Q O �z 0 ++ O Cf) vL. L _j Q O~ Q o W LL U Q 0 `� .: r� •...•.......... a1�S'' • ti- Q N O C m wsio m0 Y �m3C.« �w Q Ua`0�Y -��j p LL4�I ,Ca lai E m c c m o•N ° 6 >� 0 2`m Lm000tn0a&Va m T c.o.c E m "a c �•a mii o u >.`m P o°ami 3-0 Nom' w .� c+•W O m - 0o 0O qO0-0CZ7 �m�.t.�odcv 3�Ou oW m Y U O J m o U CV z 0 z Q U) rn 0 CD co Z z Ili Q � U7 W Q cn Cif x Q LTJ I -- W CV