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HomeMy WebLinkAboutpg 2IN CHANNELS, ROLL OUT STRIPS OF NETTING PARALLEL TO THE DIRECTION OF THE FLOW AND OVER THE PROTECTIVE MULCH INSTALLATION PRODUCTS DESIGNED TD CONTROL ERANOGN SHOULD BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, ANY MAT OR BLANKET -TYPE PRODUCT USED AS A PROTECOI MULCH SHOULD PRONDE DOVER OF AT LEAST 30 I It 1.11Ai,1 WN IT IS APPLIED. 1, APPLY LIME, FERTILIZER AND SEED BEFORE LAYING THE NET OR MAT, 2. START LAYING THE NET FROM INC TOP OF THE CHANNEL OR SLOPE AND UNROLL IT DOWN THE GRACE. ALLOW NETTING TO STAY LOOSELY ON THE SOIL OR MULCH COVER BUT WITHOUT WRINKLES -- DO NOT STRETCH 3 TO SECURE THE NET, BURY THE UPSLOPE END IN A SLOT OR TRENCH NO LESS THAN 6 INCHES DEEP, COVER WIN SOIL, AND TAMP FIRMLY. STAPLE THE NET EVERY 72 INCHES ACROSS THE TOP END AND EVERY 3 FL AROUND THE EDGES AND BOTTOM WHERE 2 STRIPS OF NET ARE LAID SIDE BY SIDE, THE ADJACENT EDGES SHOULD BE OVERLAPPED 3 INCHES AND STAPLED TOGETHER, EACH STRIP OF NETTING SHOULD ALSO BE STAPLED DOWN THE CENTER, EVERY 3 FT. DO NOT STRETCH THE NET WHEN APPLYING STAPLES. 4, TO JOIN TWO STRIPS, CUT A TRENCH TO ANCHOR THE END OF THE NEW NET. OVERLAP THE END OF THE PREVIOUS ROLL 12 INCHES AND STAPLE EVERY 12 INCHES JUST BELOW ME ANCHOR SLOT MAINTENANCE INSPECT ALL MULCHES PERIODICALLY, AND AFTER RAINSTORMS TO CHECK FOR RILL ERASON, DISLOCATION OR FAILURE. WHERE ERASION IS COSERVED, APPLY ADDITIONAL MULCH, IF WASHOUT OCCURS, REPAIR THE SLOPF GRADE, RESEED, AND REINSTALL MULCH. CONTINUE INSPECTIONS UNTIL VELETATIO.N IS FIRMLY ESTABLISHED. EROSION CONTROL MATTING PLACEMENT (NOT tU SCALE) USE CONTECH (LANDLOK SI) OR EQUIVILENT TEMPORARY STRAW LINER, I 11 it I A A �2 1 ' :, uu3iGni0lin I I x :,,ypgyGt� PROVIDE TEMP. 6 WIDE LINING FOR SWALE WITHIN 7 DAYS OF x y9 CONSTRUCTION. USE CONTECH (LANDL S1) OR EQUIVILENT TEMPORARY STRAW LINER, kkk II GROUIND STABILIZATION Site Area Stabilization Stabilization Time Description Time Frame Frame Exceptions Perimeter dikes, OUTLET PROTECTION COMMENT.- swales, ditches 7 Days None and slopes 215.5 High Quality � 0 Water (HOW) 7 Days None Zones LLJ 168 Slopes steeper 7 Days If slopes are 10' or less in length and are than 3: 1 2 not steeper than 2:1, 840.141840.16 2170 14 days are allowed. Slopes 3.• 1 or 14 Days 7-days for slopes than flatter Lj gneater 5 N 0 N feet in length All other areas with slopes flatter 14 Days None (except for than 41 G U perimeters and DI 840.141840.16 HOW Zones) A 'Extensions of time may be approved by the permitting authority based on weather or other site - specific conditions that make compliance impracticable." (Section II.B(2)(b)) 4 STRUCT. NUMBER TYPE STANDARD (NCDOT) TOP INVERT LENGTH (FT) SIZE (IN.) MAT. OUTLET PROTECTION COMMENT.- 1 CB 840.04 217.5 WEIR 215.5 w a m" NNE � 0 N rn ~ C) LLJ 168 18 RCP w 2 DI 840.141840.16 2170 215.0 79 a4 Q Q Lj N 0 N U 'j N L 12 RCP N G LL � G U 3 DI 840.141840.16 2170 214.5 fz CL °(7mK wz 64 18 RCP 5Wx20Lx12" CL A 4 HW 838.80 - 214.0 5 RISER SEE DETAIL - 213.3 12 18 CMP 5Wx5Lx12" CL A 6 H W 838.80 - 2130 7 FES PRECAST - 214.5 40 15 RCP 5Wx5Lx12" CL A 52' W/ FES'S 8 FES PRECAST - 214.0 ° PROVIDE TEMPORARY 6' WIDE LINING FOR `��� BLOCK &GRAVEL SWALE WITHIN 7 DAYS OF CONSTRUCTION. �INLET PROTECTION USE CONTECH (LANDLOK S1) OR EQUIVILENT .,` /TEMPORARY STRAW LINER. 219 TEMPORARY ROCK CHECK DAM C CIA _.� I I' I T \ M N r \` X 6" TEMF ORARY o- J C I rl N �\ � T i � U `I ) I -- s HVAC \ AREA i Zug ; LIMITS OF DISTURBANCE ?0 j (I �" kl Ly. nc PROVIDE TEMPORARY 6' WD� LINING FOR SWALE WITHIN 7 DAYS OF CONSTRUCTION. USE CONTECH (LANDLOK S1) OR EQUIVILENT /TEMPORARY STRAW LINER. i r -- - - -._. - ----------------- 50 X 20 M 0 �, CONSTRUCTION ENTRANCE `\ A \2 r- -- °-_____" BLOCK & GRAVEL `. A' \\ 218 - r INLET PROTECTION BLOCK } t GRAVEL 217 1 \ \1 --- __----------------- „ -®. r� -217 1 / 212 -- -S /W= 216.5; x / 3 17 ' - - - -- - -T - - - ----- - - - - -- TOP OF -BERM = 217.5 ------------------- , - -217 \ \ Q� INLET PROTECTION �( ct- - - -- e 40) 218 217 I A `t'.y1f(j461w'YU" ssaw - � 2_12 o c>~ 17 / -- - - - - -- - --- -- 217 - -- ' ` r A / TOP OF BERM = 217.5 ,- 17 217 (3) BAFFLES (SEE DETAIL) = 4 =�- LIMITS OF DISTURBANCE (�\ = y LIMITS OF DISTURBANCE 10 FT SIL T /l \ \ TEMPORARY SILT FENCE OUTLET , � \\ FENCE (TYPICAL) \ I I TEMPORARY SKIMMER BASIN (25'x 190'x2.5) MIN BOT AREA @ 2135 = 1450 SF MIN TOP AREA @ 216.0 = 6165 SF RISER WEIR @ 216.3 10' SPILLWAY @ 216.5 2" SKIMMER W /1.7" ORIFICE © 214.0 DA = 1.2 ACRES (DISTURBED) MIN VOLUME = 2052 CF I 9 I II EROSION CONTROL LEGEND GRAPHIC SCALE C ' TEMPORARYCHECKDAM 20 0 10 20 40 80 X Y -x- TEMPORARYSILTFENCE TEMPORARYCONSTRUCTTONENTRANCE ( IN FEET -- TEMPORARYSILTFENCE OUTLET 1 inch = 20 ft. IIt3lKiii`fitNGiu3 LIMITS OF DISTURBANCE MLETPROTECTION TEMPORARYDIVERSTON DITCH NOON FZAM`sEAUT RD. SR 7124 V �o SITE Rld, ',11%OR ROAD (N. C. S.:R. 2(: ;) 0 L,N c.� z VICINITY MAP �. Erosion And Sedimentation Control Provisions 1. ROCK INLET SEDIMENT TRAP TO BE INSTALLED AROUND EACH CATCH BASIN AND DROP INLET AND ALL LOCATIONS INDICATED ON PLANS. 2. AREAS TO BE PERMANENTLY SEEDED INCLUDE STREET SHOULDERS, DRAINAGE EASEMENTS AND ALL DISTURBED AREAS. J. STOCKPILE TOPSOIL FOR USE IN BUILDING SHOULDERS AND LANDSCAPING. 4. ALL RIP RAP SHALL HAVE FILTER CLOTH UNDERLINER, AND SHALL BE INSTALLED IN THE QUANTITY AND LOCATION INDICATED ON PLAN. 5. ADDITIONAL EROSION CONTROL MEASURES BEYOND NCDENR REQUIREMENTS MAY BE REQUIRED BY THE CITY OF RAEFORD. 6. MINIMIZE CLEARING. 7. NO PERSON SHALL INITIATE LAND DISTURBING ACTIVITY PRIOR TO RECEIPT OF NCDENR EROSION CONTROL PLAN APPROVAL. PROVIDE COPY OF APPROVAL TO THE CITY OF RAEFORD. 8. 20'x 50'x 6" THICK COARSE AGGREGATE STONE PAD TO BE PROVIDED AT CONSTRUCTION ENTRANCE, 9. SEED OR OTHERWISE PROVIDE GROUND COVER DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION FOR ALL DIVERSION DITCHES, SWALES AND PERIMETER DIKES AND SLOPES STEEPER THAN 3: 1 WITHIN (7) DAYS. GROUND COVER SHALL BE PROVIDED ON ALL OTHER AREAS WITHIN (14) DAYS. CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION CONTROL DEVICES ON A WEEKLY BASIS AND AFTER EACH MAJOR STORM EVENT. FAILURE TO KEEP ALL EROSION CONTROL DEVICES IN PROPER WORKING ORDER MAY RESULT IN A STOP WORK ORDER OR CIVIL PENALTIES UP TO $5000.00 PER DAY OF VIOLATION. TOWN OF CLINTON AND /OR NCDNR RESERVES THE RIGHT TO REQUIRE ADDITIONAL EROSION CONTROL MEASURES SHOULD THE PLAN OR ITS IMPLEMENTATION PROVE TO BE INADEQUA TE. 10. PERMANENT GROUND COVER FOR ALL DISTURBED AREAS NEEDS TO BE PROVIDED WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER), FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT Erosion Control Construction Sequence 1. OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS. 2. FLAG CLEARING LIMITS. INSTALL TREE PROTECTION FENCING WHERE SHOWN ON PLANS. .3 CONTACT OWNER, ENGINEER AND NCDNR TO ARRANGE A PRECONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES OTHER THAN THE INSTALLATION OF TREE PROTECTION FENCING. 4. INSTALL GRAVEL CONSTRUCTION ENTRANCE(S) AND MOBILIZE TO SITE 5. INSTALL TREE PROTECTION FENCING. 6. INSTALL ALL SILT FENCING AND SILT FENCE OUTLETS, 7 INSTALL SEDIMENT TRAP(S) OR BASINS AS SHOWN. INSTALL DEVICES (DIVERSIONS, BERMS, SILT FENCE, ETC.) TO DIRECT STORMWATER FLOWS TO BASIN IMMEDIATELY THEREAFTER. COMPLETE ONE AREA AT A TIME INCLUDING DIVERSIONS BEFORE MOVING TO THE NEXT AREA OR BEGINING GENERAL GRADING OPERATIONS. l N CONTROL • 8. DO NOT BEGIN GENERAL GRADING OPERATIONS UNTIL ALL EROS 0 DEVICES FOR A GIVEN DRAINAGE BASIN ARE INSTALLED AND FUNCTIONAL. 9. MAINTAIN ALL DEVICES THROUGHOUT THE PROJECT UNTIL DISTURBED AREAS ARE STABILIZED WITH PERMANENT SURFACES (PAVEMENT) OR VEGETATION IS ESTABLISHED. 10. PROVIDE ADDITIONAL TEMPORARY SEDIMENT CONTROL DEVICES AS REQUIRED. 11. CLEAN SEDIMENT TRAPS AND BASINS WHEN ONE -HALF FULL. 12. SEED OR OTHERWISE PROVIDE GROUND COVER DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION FOR ALL DIVERSION DITCHES, SWALES AND PERIMETER DIKES AND SLOPES STEEPER THAN 3-1 WITHIN (7) DAYS. GROUND COVER SHALL BE PROVIDED ON ALL OTHER AREAS WITHIN (14) DAYS. 13. DURING THE INSTALLATION OF UNDERGROUND UTILITIES ONLY EXCAVATE AS MUCH AS WILL BE DONE IN THE SAME DAY. AT THE END OF EACH WORK DAY PROVIDE CHECK DAMS ON DOWNSLOPE SIDE AND SEED /MULCH. 14, MAINTAIN SOIL EROSION AND SEDIMENTATION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLISHED. 15 CALL NCDNR FOR ON -SITE MEETING TO OBTAIN APPROVAL FOR REMOVAL OF TEMPORARY EROSION CONTROL MEASURES. STABILIZE THESE AREAS AND INSTALL APPLICABLE PERMANENT MEASURES (RIP RAP OUTLET PROTECTION AND /OR LEVEL SPREADERS), 16. FINAL CLEAN -OUT OF INFILTRATION BASINS, PLACEMENT OF SAND LAYERS AND BASIN SEEDING SHALL NOT PROCEED UNTIL CONTRIBUTING DRAINAGE AREAS ARE STABILIZED. PROTECT INFILTRATION BASINS FROM SEDIMENTATION AT ALL TIMES. EXISTING CONDITIONS BASED ON SURVEY 3Y- JAMES E. WHITE, JR. , P. L S. RIVERS AND ASSOCIATES, INC. DA TED: 11/5/2011 NO WETLANDS ARE LOCATED ON THIS SITE, SEE SHEET C -5 FOR CONSTRUCTION, DETAILS AND SEEDING SCHEDULE. TOTAL DISTURBED AREA: 1.6 ACRES REVISIONS: Drawn By: V °ov Z` J Gm a F_ Dr M M N N M a N r m 0 w a m" NNE � 0 N rn ~ C) LLJ Q Z w 2 Y� � O n U) W Z a4 Q Q Lj N 0 N U 'j N L u N G LL � G U O LL. r N fz CL °(7mK wz J^ ! LIMITS OF DISTURBANCE ?0 j (I �" kl Ly. nc PROVIDE TEMPORARY 6' WD� LINING FOR SWALE WITHIN 7 DAYS OF CONSTRUCTION. USE CONTECH (LANDLOK S1) OR EQUIVILENT /TEMPORARY STRAW LINER. i r -- - - -._. - ----------------- 50 X 20 M 0 �, CONSTRUCTION ENTRANCE `\ A \2 r- -- °-_____" BLOCK & GRAVEL `. A' \\ 218 - r INLET PROTECTION BLOCK } t GRAVEL 217 1 \ \1 --- __----------------- „ -®. r� -217 1 / 212 -- -S /W= 216.5; x / 3 17 ' - - - -- - -T - - - ----- - - - - -- TOP OF -BERM = 217.5 ------------------- , - -217 \ \ Q� INLET PROTECTION �( ct- - - -- e 40) 218 217 I A `t'.y1f(j461w'YU" ssaw - � 2_12 o c>~ 17 / -- - - - - -- - --- -- 217 - -- ' ` r A / TOP OF BERM = 217.5 ,- 17 217 (3) BAFFLES (SEE DETAIL) = 4 =�- LIMITS OF DISTURBANCE (�\ = y LIMITS OF DISTURBANCE 10 FT SIL T /l \ \ TEMPORARY SILT FENCE OUTLET , � \\ FENCE (TYPICAL) \ I I TEMPORARY SKIMMER BASIN (25'x 190'x2.5) MIN BOT AREA @ 2135 = 1450 SF MIN TOP AREA @ 216.0 = 6165 SF RISER WEIR @ 216.3 10' SPILLWAY @ 216.5 2" SKIMMER W /1.7" ORIFICE © 214.0 DA = 1.2 ACRES (DISTURBED) MIN VOLUME = 2052 CF I 9 I II EROSION CONTROL LEGEND GRAPHIC SCALE C ' TEMPORARYCHECKDAM 20 0 10 20 40 80 X Y -x- TEMPORARYSILTFENCE TEMPORARYCONSTRUCTTONENTRANCE ( IN FEET -- TEMPORARYSILTFENCE OUTLET 1 inch = 20 ft. IIt3lKiii`fitNGiu3 LIMITS OF DISTURBANCE MLETPROTECTION TEMPORARYDIVERSTON DITCH NOON FZAM`sEAUT RD. SR 7124 V �o SITE Rld, ',11%OR ROAD (N. C. S.:R. 2(: ;) 0 L,N c.� z VICINITY MAP �. Erosion And Sedimentation Control Provisions 1. ROCK INLET SEDIMENT TRAP TO BE INSTALLED AROUND EACH CATCH BASIN AND DROP INLET AND ALL LOCATIONS INDICATED ON PLANS. 2. AREAS TO BE PERMANENTLY SEEDED INCLUDE STREET SHOULDERS, DRAINAGE EASEMENTS AND ALL DISTURBED AREAS. J. STOCKPILE TOPSOIL FOR USE IN BUILDING SHOULDERS AND LANDSCAPING. 4. ALL RIP RAP SHALL HAVE FILTER CLOTH UNDERLINER, AND SHALL BE INSTALLED IN THE QUANTITY AND LOCATION INDICATED ON PLAN. 5. ADDITIONAL EROSION CONTROL MEASURES BEYOND NCDENR REQUIREMENTS MAY BE REQUIRED BY THE CITY OF RAEFORD. 6. MINIMIZE CLEARING. 7. NO PERSON SHALL INITIATE LAND DISTURBING ACTIVITY PRIOR TO RECEIPT OF NCDENR EROSION CONTROL PLAN APPROVAL. PROVIDE COPY OF APPROVAL TO THE CITY OF RAEFORD. 8. 20'x 50'x 6" THICK COARSE AGGREGATE STONE PAD TO BE PROVIDED AT CONSTRUCTION ENTRANCE, 9. SEED OR OTHERWISE PROVIDE GROUND COVER DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION FOR ALL DIVERSION DITCHES, SWALES AND PERIMETER DIKES AND SLOPES STEEPER THAN 3: 1 WITHIN (7) DAYS. GROUND COVER SHALL BE PROVIDED ON ALL OTHER AREAS WITHIN (14) DAYS. CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION CONTROL DEVICES ON A WEEKLY BASIS AND AFTER EACH MAJOR STORM EVENT. FAILURE TO KEEP ALL EROSION CONTROL DEVICES IN PROPER WORKING ORDER MAY RESULT IN A STOP WORK ORDER OR CIVIL PENALTIES UP TO $5000.00 PER DAY OF VIOLATION. TOWN OF CLINTON AND /OR NCDNR RESERVES THE RIGHT TO REQUIRE ADDITIONAL EROSION CONTROL MEASURES SHOULD THE PLAN OR ITS IMPLEMENTATION PROVE TO BE INADEQUA TE. 10. PERMANENT GROUND COVER FOR ALL DISTURBED AREAS NEEDS TO BE PROVIDED WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER), FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT Erosion Control Construction Sequence 1. OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS. 2. FLAG CLEARING LIMITS. INSTALL TREE PROTECTION FENCING WHERE SHOWN ON PLANS. .3 CONTACT OWNER, ENGINEER AND NCDNR TO ARRANGE A PRECONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES OTHER THAN THE INSTALLATION OF TREE PROTECTION FENCING. 4. INSTALL GRAVEL CONSTRUCTION ENTRANCE(S) AND MOBILIZE TO SITE 5. INSTALL TREE PROTECTION FENCING. 6. INSTALL ALL SILT FENCING AND SILT FENCE OUTLETS, 7 INSTALL SEDIMENT TRAP(S) OR BASINS AS SHOWN. INSTALL DEVICES (DIVERSIONS, BERMS, SILT FENCE, ETC.) TO DIRECT STORMWATER FLOWS TO BASIN IMMEDIATELY THEREAFTER. COMPLETE ONE AREA AT A TIME INCLUDING DIVERSIONS BEFORE MOVING TO THE NEXT AREA OR BEGINING GENERAL GRADING OPERATIONS. l N CONTROL • 8. DO NOT BEGIN GENERAL GRADING OPERATIONS UNTIL ALL EROS 0 DEVICES FOR A GIVEN DRAINAGE BASIN ARE INSTALLED AND FUNCTIONAL. 9. MAINTAIN ALL DEVICES THROUGHOUT THE PROJECT UNTIL DISTURBED AREAS ARE STABILIZED WITH PERMANENT SURFACES (PAVEMENT) OR VEGETATION IS ESTABLISHED. 10. PROVIDE ADDITIONAL TEMPORARY SEDIMENT CONTROL DEVICES AS REQUIRED. 11. CLEAN SEDIMENT TRAPS AND BASINS WHEN ONE -HALF FULL. 12. SEED OR OTHERWISE PROVIDE GROUND COVER DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION FOR ALL DIVERSION DITCHES, SWALES AND PERIMETER DIKES AND SLOPES STEEPER THAN 3-1 WITHIN (7) DAYS. GROUND COVER SHALL BE PROVIDED ON ALL OTHER AREAS WITHIN (14) DAYS. 13. DURING THE INSTALLATION OF UNDERGROUND UTILITIES ONLY EXCAVATE AS MUCH AS WILL BE DONE IN THE SAME DAY. AT THE END OF EACH WORK DAY PROVIDE CHECK DAMS ON DOWNSLOPE SIDE AND SEED /MULCH. 14, MAINTAIN SOIL EROSION AND SEDIMENTATION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLISHED. 15 CALL NCDNR FOR ON -SITE MEETING TO OBTAIN APPROVAL FOR REMOVAL OF TEMPORARY EROSION CONTROL MEASURES. STABILIZE THESE AREAS AND INSTALL APPLICABLE PERMANENT MEASURES (RIP RAP OUTLET PROTECTION AND /OR LEVEL SPREADERS), 16. FINAL CLEAN -OUT OF INFILTRATION BASINS, PLACEMENT OF SAND LAYERS AND BASIN SEEDING SHALL NOT PROCEED UNTIL CONTRIBUTING DRAINAGE AREAS ARE STABILIZED. PROTECT INFILTRATION BASINS FROM SEDIMENTATION AT ALL TIMES. EXISTING CONDITIONS BASED ON SURVEY 3Y- JAMES E. WHITE, JR. , P. L S. RIVERS AND ASSOCIATES, INC. DA TED: 11/5/2011 NO WETLANDS ARE LOCATED ON THIS SITE, SEE SHEET C -5 FOR CONSTRUCTION, DETAILS AND SEEDING SCHEDULE. TOTAL DISTURBED AREA: 1.6 ACRES REVISIONS: m w' JLAL * 20744 `t € >' gYAq�n�nlu�\o`• Drawn By: V °ov Z` J Gm a F_ Dr M M N N M a N r m 0 w a m" NNE � 0 N rn ~ C) LLJ Q Z w 2 Y� � O n U) W Z a4 Q Q Lj N 0 N U 'j N L u N G LL � G U O LL. r N fz CL °(7mK wz m w' JLAL * 20744 `t € >' gYAq�n�nlu�\o`• Project Manager: FDT Drawn By: DLS °ov wo P Gm a O Dr M M N N M a N r m Z w a m" NNE � N rn o 0 w Y� N 06 N N CM v M C oUZ_N a4 N 0 N U 'j N L N N G LL � G U mJ r N C U °(7mK wz Project Manager: FDT now 01 -09 -13 Drawn By: DLS Checked By: FDT P oject Number: 2011105 Dr wing Number: W -3403 now 01 -09 -13