Sample Plan RETAINING WALL DETAILS NARRATIVE. Sample Plan RETAINING WALL DETAILS CHECKLIST

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1 Sample Plan RETINING WLL DETILS NRRTIVE REVISION DTE 05// References: Design Scene: Chapter - Walls Miscellaneous: Metro District's Electronic Details Library Standards Office's Electronic Details Library General Information: ny situation that is not included on the Standard Sheets should be considered "Special" for which a detail should be added. For example, provide a detail for Concrete Wall Surface Treatment (rustication, color, etc.). Contact the Preliminary ridge Design Unit for information regarding rustication, color, etc. Visual Quality Manual may need to be prepared or may already be available for the corridor. If a Visual Quality Manual needs to be prepared, it should be done in the preliminary phase of the project so local input can be provided. Sample Plan RETINING WLL DETILS CHECKLIST. Note Incidental Work Which pplies to Details. ar Scale. Cross references to other sheets (as applicable). Drawn by: and Checked by: Initials and Engineer's signature The ridge Office and the Foundations Unit should be consulted for any special details regarding structure modification. For modular block walls, obtain recommendations and details from the Geotechnical Engineer and the ridge Standards Unit, and borings and subcuts from the Foundations Unit. Specify height of cap unit ("), color of block, recommended block face (i.e. straight) and sloping or crowning of cap. Consider the need for rail or fencing at the top of the walls and for drainage and erosion control at the ends of walls. Provide necessary details. Include appropriate standard plan sheets. Coordinate wall details with any adjacent bridge abutment and wingwall details. Indicate where the details apply. Check to see if the stem width needs to be modified for rustication. If there is lighting on the retaining wall, indicate conduit location on the typical section and note if the conduit is incidental. Provide details, as necessary, showing how the walls will accommodate utilities. 6-JN-07 08:8 RETINING WLL DETILS NRRTIVE ND CHECKLIST

2 " REVISION DTE 0//7 PLOTTED/REVISED:6-JN-07 08:8 " TYPICL RUSTICTION SECTION - DETIL " DETIL VRIES C L " TYPICL RUSTICTION PROPOSED GROUND LINE " spretwldet 68" " 68" " 68" " 68" " 0'- TYPICL PNEL SECTION RETINING WLL - LTERNTING RECESSED PNELS NOTE: THIS DETIL PPLIES TO LL RETINING WLL LOCTIONS. 8" SCLE TYPE F RILING (MOD.). SEE SHEET NO. 5 FOR DETILS. 0 CHMFER MY E USED TO ESE FORM REMOVL. TOP OF STEM WIDTH TO MTCH STNDRD PLN SHEETS. SMPLE PLN SELECT GRDING MTERIL FINISHED GROUND LINE :.5' MIN. SECTION - TYPE F RILING (MOD) FOR NWRMP ND WLK TYPICL SECTION, SEE SHEET NO.. CONC. WLK STRUCTURL CKFILL FRONT FCE 5 TYPE DRINGE.0' MIN. GRNULR GRNULR.5' EMNKMENT EMNKMENT.5' : : (NO DJUSTMENT REQUIRED FOR RUSTICTION.) TYPICL SECTION DELETED 5 LIGNMENT COMPUTED TO FRONT FCE OF WLL. LTERNTING RECESSED PNEL TYPICL SECTION SHEET OF RETINING WLL DETILS DRWN Y: GRH CHECKED Y: VKR CERTIFIED Y LIC. NO. DTE 0/0/0 STTE PROJ. NO (T.H. 00) SHEET NO. 5 OF 8 SHEETS

3 RWLL RWLL RETINING WLL SUSURFCE DRINGE OUTLETS DD POINT EXISTING DRINS TO " TP REVISION DTE /7/6 PLOTTED/REVISED:6-JN-07 08:8 RWLL SUSURFCE DRINGE OUTLETS " TP ELOWS TO KEEP DIRT OUT. REMOVE TEMPORRY RISER PIPE, CONSTRUCTED UNDER SP ' - NO. STTIONING PIPE CTCH PIPE ELEVTION SIN NO. LIN. FT. 60 RWLL E RWLL E RWLL - +0 E RWLL E RWLL - +0 E RWLL RETINING WLL SUSURFCE DRINGE OUTLET W9 STTION TOTL LOCTION OF TEMPORRY RISER PIPE, CONSTRUCTED UNDER S.P (60 IN S.P = 50 IN S.P. 785-, ETC.) + ' - : REMOVL OF TEMPORRY RISER PIPE, CONSTRUCTED UNDER S.P. 785-, IS INCIDENTL. :0 " TP " x 5' TP spretwldet " CP TEMPORRY RISER SECTION WITH CP INPLCE DURING WLL CONSTRUCTION. CUT PIPE ND PLCE " TEE WHEN WLL IS COMPLETE ND DRINGE SYSTEM IS PLCED. : + ' - RWLL RWLL SUSURFCE DRINGE OUTLETS + 0' - 5'.0' MIN. : " X 5' TP CONSTRUCTED UNDER SP 785- :0 SMPLE PLN RETINING WLL DETILS SUSURFCE DRINGE CROSSINGS SHEET OF DRWN Y: MR CHECKED Y: DM CERTIFIED Y LIC. NO. DTE 0/0/0 STTE PROJ. NO (T.H. 00) SHEET NO. 55 OF 8 SHEETS

4 PILE FOOTING WLL SPRED FOOTING WLL ILL OF REINFORCEMENT FOR SHER KEY PILE FOOTING WLL SPRED FOOTING WLL FRONT FCE OF WLL FRONT FCE OF WLL R NO. LENGTH SHPE LOCTION W0E 9 8'-" HORIZONTL TIE MSS (Lb) 05 " CORK W0E '-9" HORIZONTL TIE 70 REVISION DTE /7/6 PLOTTED/REVISED:6-JN-07 08:8 FRONT FCE REGULR SPCING ECH FCE -PLY JOINT WTERPROOFING HLF OF REGULR SPCING ECH FCE (INCLUDE DOWELS) W50E " MIN. CLR. (TYP.) W50E " CORK W0E FRONT FCE W0E W50E TYP. IN SHER KEY (VERTICL) CK FCE OF WLL SLOPED OR VERTICL. VRIES " '-"MIN. -PLY JOINT 0'-0" WTERPROOFING '-0" '-0" SECTION - '-0" MIN. PILE FOOTING WLL WITH VERTICL CK FCE IS SHOWN (FOOTINGS NOT SHOWN) " CORK CK FCE OF WLL SLOPED. SHER KEY FCE FOLLOWS SLOPE OF SPRED FOOTING WLL. W50E W50E W50E 9 NOTES: '-" '-9" 8'-7" HORIZONTL TIE VERTICL VERTICL REINFORCEMENT RS (EPOXY) TOTL STRUCTURL CONCRETE (Y) USE THIS DETIL T RETINING WLL JOINT WHEN THE WLL IS SUPPORTED ON PILE FOUNDTION ON ONE SIDE OF THE JOINT ND SPRED FOOTING ON THE OTHER SIDE. THE SHER KEY SHLL E PROVIDED ON THE SPRED FOOTING WLL S SHOWN CU YD SECTION THROUGH SHER KEY SHER KEY IS NOT REQUIRED IF: FOOTING NOT SHOWN ELEV TOP OF CONCRETE SHER WLL HEIGHT FROM TOP OF FOOTING TO TOP OF WLL IS LESS THN 6 FT., WITH OR WITHOUT NOISE RRIER. KEY '-0" ELOW GRDE ELEVTION THE COMINED HEIGHT OF RETINING WLL ND NOISE RRIER IS LESS THN FT. ND WLL HEIGHT FROM TOP OF FOOTING TO GRDE IS LESS THN FT. THIS SHEET IS DETIL FOR USE WITH RETINING spretwldet FRONT FCE OF SPRED FOOTING WLL & PILE FOOTING WLL W0E TIE CK FCE OF SPRED FOOTING WLL CK FCE OF PILE FOOTING WLL W0E TIE W50E TIE W0E TIE W50E, W50E (TYP.) W0E TIE W50E TIE " W0E, W0E, W50E TIES '-0" MX. 8" ELEV PILE FOOTING " EXTRUDED POLYSTYRENE SPRED FOOTING ELEV '-0" '-" W50E SMPLE PLN WLL ON THE SP (TH 9). IT IS NOT STNDRD SHEET. '-7" '-" '-" '-0" 0'- W0E W0E '-" SECTION - (PILE FOOTING WLL WITH VERTICL CK FCE SHOWN) ELEVTION (ONLY SHER KEY REINFORCEMENT SHOWN.) CK FCE SHOWN NOTE: PYMENT FOR SHER KEY SHLL E UNDER ITEM NO. REINFORCEMENT RS (EPOXY COTED) Y THE POUND ND ITEM NO. STRUCTURL CONCRETE (Y) Y THE CUIC YRD. LL OTHER MISCELLNEOUS ITEMS REQUIRED, SUCH S " CORK, POLYSTYRENE, WTERPROOFING, ETC. SHLL E INCIDENTL. RETINING WLL DETILS SHER KEY DETILS ND REINFORCEMENT SHEET OF DRWN Y: MR CHECKED Y: DM CERTIFIED Y LIC. NO. DTE 0/0/0 STTE PROJ. NO (T.H. 00) SHEET NO. 56 OF 8 SHEETS

5 MSE WLL TYPICL (MOMENT SL S SHOULDER) REVISION DTE 0// PLOTTED/REVISED:6-JN-07 08:8 P- RRIER ' - 8" ' - " " " H ' - 5" 8 COPING ' ' 5.5" 6.5" FRONT FCE OF WLL 0' MOMENT SL P- RRIER " 5 5.5" : MOMENT SL IMPERVIOUS LYER (GEOMEMRNE) RODWY SURFCE " PERF. PIPE COMINED GEOMEMRNE ND PVEMENT EDGE DRIN 6 PY LIMITS (MIN.) OF SELECT GRNULR MODIFIED 0% (SEE ERTHWORK TULTION & SUMMRY FOR QUNTITIES) 6 ' - 8" ' - 0" ' - " WLL CHIN & FINISHED GROUND PROFILE ' MIN. COVER : ' : : RETINED CKFILL PER RODWY TYPICL. SEE SHEETS 5 TO. SELECT GRNULR FILL MNDOT SPEC. 9. MODIFIED TO 0% PSSING THE NO. 00 SIEVE L 7 COMPCTION EQUL TO 05.F " PERF. PIPE CK DRINTILE L = 0.7 x H (8' MIN.) spretwldet SMPLE PLN : : DETIL CONCRETE PD OPTION TOP OF CONCRETE (MIX ) ELEVTION TO MTCH OTHER ' MIN. TYPE(S) OF LEVELING PD ' MIN. " THERMOPLSTIC PERFORTED PIPE IN LIMITS OF SELECT GRNULR MOD. 0%.5 FT CONCRETE PD (MIN. WIDTH OF 8") CENTER PNELS ON PD DETIL GGREGTE LEVELING PD OPTION.5 FT LEN MIX CKFILL SPEC. 50 ' MIN. 7 NOTES: LL PIPE SHLL E S PER MNDOT SPEC. 5. " THERMOPLSTIC PERFORTED PIPE, SPEC. 5. WRP WITH TYPE I GEOTEXTILE. TTCH TO PIPE S PER MNDOT SPEC. 50. CONNECT NON-PERFORTED PIPE TO INPLCE OR PROPOSED DRINGE SYSTEM T 50' MX. SPCING LONG LENGTH OF DRIN TILE. SEE SUSURFCE DRINGE OUTLET DETILS ON SHEET NO. 09. CONNECT TO INPLCE OR PROPOSED PVEMENT EDGE DRIN T ENDS OF MSE WLL. COPING SHLL E INCIDENTL. 5 DETILS FOR DRINGE STRUCTURES IN MOMENT SL SHLL E DESIGNED Y CONTRCTOR ND PPROVED Y THE ENGINEER. 6 ONLY NEEDED IF METL STRPS RE USED. 7 PIPE SLEEVE, LOCK-OUT, OR SLOT SHLL E CST INTO THE LEVELING PD T PPROPRITE INTERVLS TO CCEPT THE PIPE OUTLETS FROM THE WLL DRINGE SYSTEM, T INTERVLS NO GRETER THN 50 FT. NON-PERFORTED PIPE SHLL E CONNECTED TO THE WLL DRINGE SYSTEM ND PLCED SO S TO PSS THROUGH THE LEVELING PD, ELOW THE OTTOM WLL PNELS. THE DRIN SYSTEM SHLL E PLCED SUCH THT POSITIVE DRINGE IS MINTINED. VOID 90 DEGREE OR "TEE" CONNECTIONS Y USING 5 DEGREE, "Y", OR RDIUS CONNECTORS TO ID IN CLEN-OUT ND OSERVTION Y INSPECTION CMERS WHEN REQUIRED. CONNECTION DETILS SHLL E INCLUDED IN SHOP DRWING SUMITTLS. 8 WLL SHLL E UILT TO FULL HEIGHT ND LLOWED TO SETTLE FOR WEEKS PRIOR TO PLCING COPING, MOMENT SL ND PVEMENT. ' - " THERMOPLSTIC PERFORTED PIPE TYPE GEOTEXTILE FRIC (OVERLP ENDS OF FRIC ENETH LEN MIX CKFILL).0 FT CORSE FILTER GGREGTE SPEC. 9.H (MIN. WIDTH OF 8") STRUCTURL CKFILL, LEVELING PD DETILS SHT OF 7 CENTER PNELS ON PD MSE WLL DETILS DRWN Y: RO CHECKED Y: DG CERTIFIED Y LIC. NO. DTE 09//0 STTE PROJ. NO (T.H. 00) SHEET NO. 57 OF 8 SHEETS

6 spretwldet5 REVISION DTE 0// PLOTTED/REVISED:6-JN-07 08:8 " TP (TYP.) : 0.0 " TP (TYP.) : (TYP.) " PRECST CONC. HEDWLL " TP (TYP.) : 0.0 SUSURFCE DRINGE OUTLETS TO HEDWLL DETIL SUSURFCE DRINGE OUTLETS TO SUSURFCE PIPE DETIL C SUSURFCE DRINGE OUTLETS TO STRUCTURE DETIL NOTES: SEE SHEET NO. 0 THRU 0 ND SHEET NO. 0 FOR WLL DETILS ND DRINGE PIPE OUTLET LOCTIONS. CROSS SLOPES RE IN FT./ FT. PROVIDE 5 DEGREE Y OR RDIUS CONNECTION TO ID IN CLEN OUT ND OSERVTION Y INSPECTION CMERS. SHT OF 7 MSE WLL DETILS DRWN Y: RO CHECKED Y: DG CERTIFIED Y LIC. NO. DTE 09//0 STTE PROJ. NO (T.H. 00 ) SHEET NO. 58 OF 8 SHEETS SMPLE PLN " PERFORTED TP PIPE " PERFORTED TP PIPE " PERFORTED TP PIPE

7 00' 500' ' 6 ' TYP. 75' ' 50' 50' 5 ' 6ƒ' ' 500' ' 90 0'0" ƒ' ' MSE WLL 90 REVISION DTE 0// PLOTTED/REVISED:6-JN-07 08:8 CP (T OTTOM OF MOMENT SL) '' '-0" '-0" UTMENT CHEEK WLL VERTICL CP UTMENT CHEEK WLL SMPLE PLN CP CORNER ELEMENT 5'-0" SECTION - " < MSE WLL 5-/" '-5" CP 5-/" 6.5" '-5" '' '-0" 9" CP '-" " MSE WLL spretwldet6 '' STNDRD MSE PNEL '' MSE WLL ELEVTION VIEW CORNER ELEMENT (TYP.) " TYP 5'-0" " TYP. '- '- CORNER ELEMENT (TYP.) STNDRD MSE PNEL SECTION - GENERL NOTES: MSE WLL SUPPLIER SHLL VERIFY DIMENSIONS TO ENSURE CPS, CORNER ELEMENTS ND MSE PNELS FIT PROPERLY. NOTES: CORNER ELEMENT SHLL E MODIFIED TO FIT INTO CP T TOP OF WLL. RCHITECTURL SURFCE FINISH (SINGLE COLOR). SEE SPECIL PROVISIONS. RCHITECTURL SURFCE FINISH (MULTI COLOR). SEE SPECIL PROVISIONS. ELEVTION VIEW SHT OF 7 DRWN Y: RO CHECKED Y: DG CERTIFIED Y LIC. NO. DTE 09//0 STTE PROJ. NO (T.H. 00 ) SHEET NO. 59 OF 8 SHEETS MSE WLL DETILS

8 0' 0' REVISION DTE 0// PLOTTED/REVISED:6-JN-07 08:9 5' 5' PNEL '' PNEL SMPLE PLN spretwldet7 '' '' '' PNEL CONFIGURTION '' GENERL NOTES:. LL JOINTS - / " WIDE x " DEEP. RCHITECTURL CONCRETE TEXTURE (MINNESOT SHLR) CUSTOM ROCK PTTERN NO.. SEE SPECIL PROVISIONS.. RCHITECTURL SURFCE FINISH (MULTI COLOR). SEE SPECIL PROVISIONS. SHT OF 7 DRWN Y: RO CHECKED Y: DG CERTIFIED Y LIC. NO. DTE 09//0 STTE PROJ. NO (T.H. 00 ) SHEET NO. 60 OF 8 SHEETS MSE WLL DETILS

9 " VEE 0 0'-0" = 00'-0" " VEE 0 0'-0" = 00'-0" RILING JOINTS '-" MIN. LP TOP R ONLY -R0E < " CORK JOINT RILING JOINTS '-" MIN. LP < " CORK JOINT < " CORK JOINT TOP R ONLY -R0E -R509E REVISION DTE 05// PLOTTED/REVISED:6-JN-07 08:9 R50E R50E R505E -R509E -R509E -RE -RE '-8" MIN. LP < " VEE JOINT (TYP.) -R509E '-8" MIN. LP < " VEE JOINT (TYP.) LL OTHER RS LL OTHER RS 0-R50E -R50E -R50E -R50E RRIER END SECTION ELEVTION RRIER MIDDLE SECTION ELEVTION NOTE: FOR SPCING SEE RRIER SHEET NOTE: TYPE SHOWN FOR SPCING SEE RRIER SHEET TYPE SHOWN " VEE 0 0'-0" = 00'-0" ED- EXPNSION JOINT 00'-0" '-7" MIN. LP < ED- JOINT RILING JOINTS '-" MIN. LP < " CORK JOINT < " CORK JOINT TOP R ONLY -R0E -R509E spretwldet8 0'-0" 8'-" '-8" '- " TOP OF MOMENT SL S50E '-0" (TYP.) '-0" 0-S50E TOP & OTTOM GUTTER LINE 99 '-0" = 99'-0" 00-S50E TOP & OTTOM " MOMENT SL PLN 0-S50E TOP & OTTOM < " EXPNSION JOINT ED- (W/DOWELS) JOINT SELER SPEC 7. TOP OF SELER, FLUSH TO < " CORK JOINT EDGE OF TRFFIC LNE 9 '-0" = 9'-0" 0-S50E & 0-S50E TOP & OTTOM " ELOW TOP OF PVEMENT SURFCE. (INCIDENTL) " PREFORMED JOINT FILLER MTERIL SPEC 70 (INCIDENTL) " CLR. -R509E -RE '-8" MIN. LP < " VEE JOINT (TYP.) LL OTHER RS -R50E -R50E -R50E GUTTER LINE R60E SEE RRIER SHEET FOR PLCEMENT & SPCING S50E & S50E " CLR. " CLR. S50E " CLR. 9 '-0" = 9'-0" S50E & S50E 0'-0" RRIER MIDDLE SECTION ELEVTION NOTE: FOR SPCING SEE RRIER SHEET TYPE SHOWN 8'-" CONCRETE WLK '-8" '- " MX. SEE RRIER SHEET FOR DETIL NOT SHOWN CONSTRUCTION JOINT ROUGH FINISH '-0" SL (MIN.) SMPLE PLN S50E OR S50E '-0" (TYP.) " " CLR.CLR. OTTOM OF MOMENT SL " DI. DOWEL R SSEMLY (EPOXY) SEE STD PL 0. (INCIDENTL) TRNSVERSE SECTION TYPE SHOWN EXPNSION JOINT ED- SHT 5 OF 7 DRWN Y: RO CHECKED Y: DG CERTIFIED Y LIC. NO. DTE 09// STTE PROJ. NO (T.H. 00) SHEET NO. 6 OF 8 SHEETS MSE WLL DETILS

10 '-8" REVISION DTE 05// PLOTTED/REVISED:6-JN-07 08:9 END OF SL EXPNSION JOINT TO LIGHT NCHORGE EXPNSION FITTING DEFLECTION " MIN. '-8" 5"CLR. L50E '-0" '- " 6ƒ" '-8 " SEE DETIL 950 LIGHT POLE NCHORGE L50E SMPLE PLN FITTING 0" PROJ. (MIN.) MOMENT SL ILL OF REINFORCEMENT FOR RRIER T LIGHT POLE R NO. LENGTH SHPE LOCTION SECTION THROUGH RIDGE L50E 6'-" VERTICL TIE UTMENT PRPET WLL MSE WLL COPING R50E L50E 0'-" LONGITUDINL TIE " DI. CONDUIT STU OUT ND CP END. VIEW T END OF WLL/RIDGE SECTION - 5 NOTES: THE " DI. CONDUIT SHLL EXTEND " OVE THE RILING ND E CPPED. spretwldet9 '-0" '-0" '-0" '-0" '-0" '-0" '-0" " '-9 " '-0" MX. SPG. 6 = '-0" '-0" MX. SPG. R50E & R50E R50E & R50E R50E & R50E '-0" " " -L50E " '-8" RIL LONGITUDINL RIL RS -L50E GUTTER LINE PLN '-0" < NCHOR OLT CLUSTER '-8" '- 5" < NCHOR OLT CLUSTER '-0" L50E " DI. CONDUIT (TYP.) " DI. NCHOR ROD (TYP). 5 / 7/8" 5" '-" '-0" '-" L50E DEFLECTION/EXPNSION FITTING 5 SEE STNDRD RILING SHEETS FOR DDITIONL REINFORCEMENT PLCEMENT ND DETIL DIMENSIONS. SEE SHEET NO. 68 FOR DDITIONL DETILS. " LL ROUND EXPNSION JOINT CONDUIT NIPPLE EXPNSION FITTING ONDING JUMPER SECTION - LIGHT POLE NCHORGE ON TYPE MOD P- (TL-) RILING CONDUIT PLCEMENT DETIL COMINTION DEFLECTION/EXPNSION FITTING SHT 6 OF 7 MSE WLL DETILS DRWN Y: RO CHECKED Y: DG CERTIFIED Y LIC. NO. DTE 09//0 STTE PROJ. NO (T.H. 00 ) SHEET NO. 6 OF 8 SHEETS

11 NOTES: SUITLE GRDING MTERIL PLCED Y THE CONTRCTOR. ST (0FLY) ST (0FLY) CKFILL PLCED Y THE CONTRCTOR. MTERIL SHLL COMPLY WITH SPEC. 9. ( SELECT GRNULR ORROW ). 6 SQ. FT UNDER SOUTH PPROCH. 55 SQ FT. UNDER NORTH PPROCH. :60 :60 REVISION DTE 05// PLOTTED/REVISED:6-JN-07 08:9 PPROCH PNEL 8 SELECT GRNULR MTERIL MODIFIED 0% SHLL COMPLY WITH SPEC. 9., MODIFIED TO 0% OR LESS PSSING THE NUMER 00 SIEVE. MTERIL SHLL E PLCED S THE M.S.E. WLLS RE EING SET. 8 SQ FT UNDER SOUTH PPROCH. 80 SQ FT UNDER NORTH PPROCH. DRIN REQUIRED. SEE RIDGE STNDRD DETIL CTUL SLOPE TO E DETERMINED DURING CONSTRUCTION Y THE CONTRCTOR, DEPENDING ON INSITU SOIL PROPERTIES ND/OR SFETY FCTORS. ( USE : FOR DESIGN ) 6 SEE M.S.E. WLL PLN ND PROFILE SHEETS FOR H DIMENSION ND OTHER DETILS. 7SEE MSE WLL DETILS FOR REINFORCEMENT. 8 SEE STNDRD PLN ON SHEET 7 FOR REINFORCEMENT DETILS. 9 SEE TYPICL SECTIONS FOR MORE DETILS, SHEETS FT 7 0 FT MOMENT SL RRIER SOUTH PPROCH DETIL R FT 5.5 FT (PPROCH) 5. FT 5.5 FT (PPROCH) RRIER NORTH PPROCH DETIL R FT < 0FLY M.S.E. WLL 6 0 FT MOMENT SL 0 FT. PPROCH PNEL WILL CT S MOMENT SL 0 FT. PPROCH PNEL WILL CT S MOMENT SL 7 6 H 70% (H ) OR 8' MIN. :60 :60 9 spretwldet0 0FLY HLF SECTION - ( FILL SECTION RIDGE SUPPORT ND UTMENT WLL NOT SHOWN ) :0 GRNULR LOCTION OFFSET LENGTH : 80 FT GRDING GRDE RIDGEPPROCHPNELS RIDGE PPROCH PNELS ' STRUCTURL CONCRETE Y FINISHED GRDE FT SQ YD CU YD LINFT PRLLEL TO END OF RIDGE E REINFORCEMENTRS TYPE P- (TL-) (EPOXYCOTED) RILING CONCRETE (Y6) PPROCHSL TO LTTO 8.08RT SELECT GRNULR EMNKMENT POUND SELECT GRDING MTERIL : 8 RRIER 8 0 FT. PPROCH PNEL C JOINT 5 PLN VIEW.' RIDGE 6' : M.S.E. UTMENT WLL PROFILE M.S.E. UTMENT WLL 6 70% (H ) OR 8' MIN. 6 H EGIN RIDGE RRIER RIDGE 70 SMPLE PLN TO LTTO 8.08RT FINISHED SECTION NTURL GROUND ( FILL SECTION SHOWN DENOTES PYMENT LIMITS OF RIDGE PPROCH PNEL WLLS PRLLEL WITH TOTLS RODWY NOT SHOWN ) SHT 7 OF 7 MSE WLL DETILS DRWN Y: RO CHECKED Y: DG CERTIFIED Y LIC. NO. DTE 09//0 STTE PROJ. NO (T.H. 00) SHEET NO. 6 OF 8 SHEETS