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HomeMy WebLinkAboutpg13IF ;F �k ZN Zh zh zll EXISTING GROUND SOIL STABILIZATION FABRIC UNDER # 5 WASHED STONE PUBLIC STREET I- w w U J a NOTES: 1. A STABILIZED ENTRANCE PAD OF #5 WASHED STONE OR RAIL ROAD BALLAST SHALL BE LOCATED WHERE TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET. 2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE MAY BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE. 3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY. 5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. 6. SOIL STABILIZATION FABRIC (AS SPECIFIED BY THE DESIGNER) SHALL BE USED. STA ILIZE® CONSTRUCTION ENTRANCE NOT TO SCALE I G° 12" OF NCDOT #5 OR #57 WASHED STONE 1.5 UPSTREAM SIDE 2' MAX. AT CENTER � -CLASS 'B' STONE FILTER FABRIC 4'T06' i'- SECTION A - A L= THE DISTANCE SUCH THAT POINTS B A AND B ARE OF EQUAL ELEVATION 1. PLACE STONE TO THE LINES AND DIMENSIONS SHOWN IN THE PLAN ON A FILTER FABRIC FOUNDATION. 2. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL GROUND LEVEL WHERE THE DAM ABUTS THE CHANNEL BANKS. 3. EXTEND STONE AT LEAST 1.5 FT, BEYOND THE DITCH BANK TO KEEP WATER FROM CUTTING AROUND THE ENDS OF THE CHECK DAM. 4. SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT THE TOP OF THE LOWER DAM IS THE SAME AS THE TOE ELEVATION OF THE UPPER DAM. 5. PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM FROM HEAVY FLOW THAT COULD CAUSE EROSION. 6. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM DAM IS STABLE. 7. ENSURE THAT OTHER AREAS OF THE CHANNEL, SUCH AS CULVERT ENTRANCES BELOW CHECK DAMS, ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONES. TEMPORARY ROCK CHECK DAM NOT TO SCALE GHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVI_D. REPRODUCTION OR USE OF THE CONTENTS OF THI FILE NAME: PAProjects \Harnett CouWO1102080OHA \GAuu \constrl lcuull u1awl119 u 0. Hwy - .,.,y y STE WIRE FENCING • L" r 2' -0" GENERAL NOTES: 1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING. 2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF MORE THAN 30 DAYS. 3. STEEL POSTS SHALL BE 5' -0" IN HEIGHT AND BE OF THE SELF - FASTENER ANGLE STEEL TYPE. 4. WIRE FENCING SHALL BE AT LEAST #10 GAGE WITH A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING. 5. TURN SILT FENCE UP SLOPE AT ENDS. 6. WIRE MESH SHALL BE MIN. 13 GAGE WITH MAXIMUM 12" OPENINGS, 7. WIRE AND WASHED STONE WILL BE REQUIRED AND NOTED ON PLANS WHEN: A. AT TOE OF SLOPES GREATER THAN 10 FEET VERTICAL (2:1 SLOPE) B. AT DENUDED LIMITS WHERE AN UNDISTURBED BUFFER IS 50 FEET OR LESS AWAY SILT FENCE NOT TO SCALE FLOW rIhfUo >R • DMGN TOP µLOTH 4" FREEBOARD MIN- MULTI USE PLAYING SURFACE AND SURROUNDING LEVEL AREA. (COOL SEASON) ANCHOR SKIRT DATES TYPE RATE 6" MINIMUM AUG. 25 - SEPT. 15 BLEND OF TWO TURF -TYPE 200 - 250 LB /ACRE REBEL SENTRY FESCUE (90 %) FREEDOM If BLUEGRASS (10 %) NOTES: BUILD RIDGE HIGHER THAN DESIGN AND COMPACT WITH WHEELS OF CONSTRUCTION EQUIPMENT. COMPACTED RIDGE MUST AT OR ABOVE DESIGN GRADE AT ALL POINTS. CHANNEL MUST BE CONSTRUCTED ON DESIGN GRADE. LEAVE SUFFICIENT AREA ALONG DIVERSION TO PERMIT CLEANOUT AND REGRADING. ® TEMP R 1 DIVERSION DITCH NOT TO SCALE m �I / E 3' MIN. STAKE HEIGHT ABOVE GRADE NOTE: CLEARLY MARK TREES TO BE SAVED PRIOR TO CONSTRUCTION AND PROVIDE A PROTECTIVE BARRIER AT THE DRIP HNE. DRIP LINE - THE AREA OF S011 DIRECTLY BENEATH THE TREE EXTENDING OUT TO THE TIPS OF THE OUTERMOSf BRANCHES. 1 � AMENDMENTS SHALL AGRICULTURAL LIMES HIGH TEMPORARY SEEDING SPECIFICATIONS - TS GROUND NETTING OR MULCH BE USED IN GRASS DATES TYPE SEEDBED PREPARATION NOTES AMENDMENTS STEEL POST 1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO - 2000 LB ACRE GROUND PLAN. COMPLETE GRADING BEFORE PREPARING SEEDBED. ANNUAL LESPEDEZA WIRE FENCING 2, AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE OR LOBE TOPSOIL 3" DEEP ON SLOPES 2:1 OR FLATTER. TOTAL SEEDBED STONE AND 750 LB/ PREPARED DEPTH SHALL BE 4" TO 6" DEEP. IF SOILS ARE ACRE OF 10 -10 -10 COMPACTED DURING GRADING LOOSEN TO A DEPTH OF 6" TO 8 ". z FILTER FABRIC 3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED DATES TYPE FROM THE SURFACE TO PREVENT INTERFERENCE WITH ESTABLISHMENT _ MAY 1 - AUG. 15 AND MAINTENANCE OF VEGETATION. e°o Ii ¢ Q, 4. APPLY LIME ACCORDING TO SOIL TEST RECOMMENDATIONS. SOILS o w WITH pH HIGHER THAN 6 NEED NOT BE LIMED. IF pH IS NOT y�Oe KNOWN, APPLY LIME ACCORDING TO SEEDING SPECIFICATIONS BELOW. C14 APPLY LIMESTONE AND INCORPORATE. INTO TOP 4" TO 6" OF SOIL. ACRE OF 10 -10 -10 5. APPLY FERTILIZER ACCORDING TO SOIL TEST RECOMMENDATIONS. IF w z J NO SOIL TEST HAS BEEN PERFORMED, APPLY FERTILIZER ACCORDING DATES TYPE TO SEEDING SPECIFICATIONS BELOW. AMENDMENTS AUG. 15 - DEC. 30 6. ROUGHEN SEEDBED SURFACE PRIOR TO APPLICATION. GROOVE OR 120 LB /ACRE AN HOR SKIRT 8" MINIMUM FURROW SLOPES STEEPER THAN 3:1. 7. FOR TEMPORARY SEEDING OF AREAS WHICH WILL NOT BE BROUGHT TO SKIRT, 8" OF FINAL GRADE FOR MORE THAN 15 WORKING DAYS, FOLLOW THE U IN BURYING TEMPORARY SEEDING SPECIFICATIONS BELOW. STONE AND 1000 LB/ WASHED STONE MAY BE USED 8. SEEDING DATES SPECIFIED ARE PREFERRED SEEDING TIME PERIOD. VERIFY 6 OVER TURNDOWN. TURF TYPE AND SCHEDULE WITH OWNER PRIOR TO TURF ESTABLISHMENT. a c FERTILIZER MULCH SHALL BE APPLIED AT THE RATE STEEL POST STRAW SHALL BE ANCHORED BY TACKING WITH ASPHALT. WIRE FENCING PERMANENT SEEDING SPECIFICATIONS - PS tl l z � FILTER FABRIC MULTI USE PLAYING SURFACE AND SURROUNDING LEVEL AREA. (WARM SEASON) o #5 WASHED STONE O i M a DATES TYPE RATE = a �� w APRILI - JULY 31 COMMON BERMUDA 1 - 2 L13/1000 SF DMGN TOP µLOTH 4" FREEBOARD MIN- MULTI USE PLAYING SURFACE AND SURROUNDING LEVEL AREA. (COOL SEASON) ANCHOR SKIRT DATES TYPE RATE 6" MINIMUM AUG. 25 - SEPT. 15 BLEND OF TWO TURF -TYPE 200 - 250 LB /ACRE REBEL SENTRY FESCUE (90 %) FREEDOM If BLUEGRASS (10 %) NOTES: BUILD RIDGE HIGHER THAN DESIGN AND COMPACT WITH WHEELS OF CONSTRUCTION EQUIPMENT. COMPACTED RIDGE MUST AT OR ABOVE DESIGN GRADE AT ALL POINTS. CHANNEL MUST BE CONSTRUCTED ON DESIGN GRADE. LEAVE SUFFICIENT AREA ALONG DIVERSION TO PERMIT CLEANOUT AND REGRADING. ® TEMP R 1 DIVERSION DITCH NOT TO SCALE m �I / E 3' MIN. STAKE HEIGHT ABOVE GRADE NOTE: CLEARLY MARK TREES TO BE SAVED PRIOR TO CONSTRUCTION AND PROVIDE A PROTECTIVE BARRIER AT THE DRIP HNE. DRIP LINE - THE AREA OF S011 DIRECTLY BENEATH THE TREE EXTENDING OUT TO THE TIPS OF THE OUTERMOSf BRANCHES. 1 � AMENDMENTS SHALL AGRICULTURAL LIMES HIGH TEMPORARY SEEDING SPECIFICATIONS - TS GROUND NETTING OR MULCH BE USED IN GRASS DATES TYPE RATE AMENDMENTS JAN. 1 - MAY 1 RYE (GRAIN) 120 LB /ACRE 2000 LB ACRE GROUND FEB. 15 - MAR. 21 ANNUAL LESPEDEZA 50 LB /ACRE AGRICULTURAL LIME - OR LOBE STONE AND 750 LB/ ACRE OF 10 -10 -10 FERTILIZER DATES TYPE RATE AMENDMENTS MAY 1 - AUG. 15 GERMAN MILLET 40 LB /ACRE 2000 LB ACRE GROUND AGRICULTURAL LIME- a STONE AND 750 LB/ ACRE OF 10 -10 -10 I w z J FERTILIZER DATES TYPE RATE AMENDMENTS AUG. 15 - DEC. 30 RYE (GRAIN) 120 LB /ACRE 2000 LB /ACRE GROUND O AGRICULTURAL LIME- U J Z STONE AND 1000 LB/ ir 6 ACRE OF 10 -10 -10 a c FERTILIZER MULCH SHALL BE APPLIED AT THE RATE OF 4000 LB ACRE STRAW. STRAW SHALL BE ANCHORED BY TACKING WITH ASPHALT. NETTING OR MULCH ANCHORING TOOL. tl l GRADED SLOPES AND FILLS - THE ANGLE FOR GRADED SLOPES AND FILLS STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED SHALL, WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING BE PLANTED OR OTHERWISE PROVIDED WITH GROUND COVER, DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. GROUND COVER - WHENEVER LAND DISTURBING ACTIVITY IS UNDERTAKEN ON W TRAAt7_COVPRISING MORE THAN ONE ACRE, IF MORE THAN ONE CONTIGUOUS ACRE IS UNCOVERED A GROUND COVER SUFFICIENT TO RESTRAIN EROSION MUST BE PLANTED OR OTHERWISE PROVIDE WITHIN 21 CALENDAR DAYS ON THAT PORTION OF THE TRACT UPON WHICH FURTHER ACTIVE CONSTRUCTION IS NOT BEING UNDERTAKEN, PROVIDED THAT THIS SHALL NOT APPLY TO CLEARED LAND FORMING THE BASIN OF A RESERVOIR LATER TO BE INUNDATED. FINAL DESIGN - N T MOM C®NSTRUCTI ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES. 44 _ O° °'P»on110110 PROFESSIONAL SEAL PROD. DATE: FEBRUARY 2013 Q.C.: QC Q.C. DATE: iQC DATE DRAWING NUMBER: C.1 PROJ. NO.: 20110206.00.RA wco 0 r pN d ON EL ,- 0 0 O a v U) I w z J in z cccD OO w u- U O a OC O U J Z tWn Q LL ir 6 W F- J O a c PROD. DATE: FEBRUARY 2013 Q.C.: QC Q.C. DATE: iQC DATE DRAWING NUMBER: C.1 PROJ. NO.: 20110206.00.RA 0 d 0 0 B �e z J cccD Q O a~ w Z U J Z LU = ® a c 'LU V o IJJ N C 9 tl l Z O J O cc a ca W i � W U U) 0 z H .m Z e( Z U O zi n o ui co 0 Z w m Q N oo -oo z c\I - F- CD w ZZ w wlyW Z=1 > Z cr O a o ¢ate PROD. DATE: FEBRUARY 2013 Q.C.: QC Q.C. DATE: iQC DATE DRAWING NUMBER: C.1 PROJ. NO.: 20110206.00.RA