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Home My WebLink AboutSW6200404_Plansheet C-501 - Misc. Detail_20221123 1 2 3 4 5 6 7 8 9 10 CONTROLLED UNCLASSIFIED INFORMATION (CUI) 1' MIN. BERM EXCAVATED I l 3MATERIAL ON 0 1.5' MIN. 1 y \y\%\%\�/\�/� DOWNSLOPE SIDE OF Z \\//\\//\// / / //\//\\//i\/\\\i\\\�\\\/�\\/�\\/�\\/ SWALE US Army Corps /�\\\\/,\\\\\\\\\\ \ \ \ \ \\ \\\\\\\\\`\\�� of Engineers G 6" MINIMUMTHICKNESS ,//��/// / /\\//\\// / ///� NOTE: INSPECT TEMPORARY DIVERSION ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND W CDOT #5 2"-3" COARSE #57 WASHEOD STONE REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA IS PROTECTED IS o AGGREGATE GRAVEL CONSTRUCTION ENTRANCE, PERMANTLY STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT. NOTES ,ZQ M\N WIDTH AS REQUIRED ° ° ° TEMPORARY DIVERSION SWALE 1 . FILTER FABRIC UNDERLAY SHALL BE INSTALLED BETWEEN STONE AND SOIL FOUNDATION. ° ° ° ° GC NOT TO SCALE 2. TEMPORARY CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED AND MAINTAINED IN STORMDRAIN PIPE SEEDING SCHEDULE ACCORDANCE WITH SECTION 6.06 OF THE NCDEQ EROSION CONTROL PLANNING AND A (MAX 36" PIPE) A' FORT BRAGG SPECIFICATION (REV. 7, OCT 2013): DESIGN MANUAL. SEE SHEET C-002 FOR ADDITIONAL SPECIFICATIONS AND MAINTENANCE FLOW 1 . APPLY FERTILIZER/LIME AT RATES AS DETERMINED BY LABORATORY SOIL CONSIDERATIONS. +i M FLOW CLASS B ANALYSIS OF SOILS AT THE JOB SITE. IN THE ABSENCE OF THE SOIL ANALYSIS, TEMPORARY CONSTRUCTION ENTRANCE ' RIPRAP APPLY SOIL AMENDMENTS AT THE RATES INDICATED IN STEPS 2 AND 3. F1 ° ° ° RIPRAP HEADWALL 2. AREA WILL BE TILLED TO 4" DEPTH o NOT TO SCALE ° 3. APPLY LIME AT 70 POUNDS PER 1000 SQUARE FEET, OR 1 .5 TONS PER ACRE. F W A A �S1 ° RIPRAP 4. APPLY 10-20-20 FERTILIZER AT A RATE OF 850 POUNDS PER ACRE OR 20 POUNDS W p SPOIL F% ° ° ° ° ° ° ° ° ° ° ° ° ° HEADWALL PER 1000 SQUARE FEET. THE FERTILIZER SHOULD BE EITHER SLOW TIME RELEASE w w 0 OR APPLIED IN TWO APPLICATIONS. HALF AT TIME OF PLANTING AND SECOND HALF z PLAN VIEW 1' 3' ±10' ° ° AFTER PERMANENT SEED GERMINATES. 0 Q DOUBLE ROW OF NOTES: ° ° 5. THE LIME AND FERTILIZER WILL BE WORKED INTO THE TOP 2 TO 4 INCHES OF SOIL Q = 0 � PLAN VIEW 0 ui Q VARIES SILT FENCE D4 1 . ROCK PIPE INLET PROTECTION SHALL BE PROVIDE 3' ° ° ° PRIOR TO SEEDING. El _ ±4 FEET APART C 500 CONSTRUCTED AND MAINTAINED IN WIDE INLET 6. SEED MIX RATE: = W ° ° ° ° < LOWERED 0.5' PERMANENT SEEDING ACCORDANCE WITH SECTION 6.55 OF N o ° ° � „ ,,. FLOW ° ° ° COOL SEASON": PLANTED BETWEEN 1 SEPTEMBER AND FEBRUARY 28 3 =_ w THE NCDEQ EROSION CONTROL ° ° CLASS B ° ° 50 POUNDS PER ACRE KENTUCKY 31 TALL FESCUE (FESTUCA ARUNDINACEA). 0 0 PLANNING AND DESIGN MANUAL. SEE ° ° RIPRAP z � o 25 POUNDS PER ACRE COMMON BERMUDA (CYNODON DACTYLON). HULLED z o o R J ll-111=1JJ-lll=ll L JJ L=1 __ SHEET C-003 FOR ADDITIONAL 1n NCDOT #5 OR #57 STORMDRAI�N PIPE 25 POUNDS PER ACRE COMMON BERMUDA (CYNODON DACTYLON). UNHULLED o °- ui SPECIFICATIONS AND MAINTENANCE NOTE: SECTION A-A CONSIDERATIONS. WASHED STONE (MAX 36 PIPE) W w N N E SECTION A-A WARM SEASON": PLANTED BETWEEN 1 MARCH AND 31 AUGUST � -j - z - W 1 . CONTRACTOR SHALL LOCATE STOCKPILES AS NEEDED FOR 50 POUNDS PER ACRE KENTUCKY 31 TALL FESCUE (FESTUCA ARUNDINACEA) � o W z o z [If w CONSTRUCTION SEQUENCE/PHASING. E4 ROCK PIPE INLET PROTECTION 50 POUNDS PER ACRE COMMON BERMUDA (CYNODON DACTYLON). HULLED -i 2. STOCKPILES MUST BE LOCATED AT LEAST 50-FEET FROM STORMDRAINS, NOT TO SCALE o WETLANDS AND STREAMS. PERMANENT SODDING o POIL STORAGE BERM PERMANENT SODDING: ZOYSIA GRASS SOD SHALL BE PROVIDED FOR THE FIRST FIVE FEET OUTSIDE m m o &§NSIDEWALKS, PARKING AREAS, AND FROM THE FACE OF BUILDINGS. o m o wOT TO SCALE o 0 0 0 0 o z z Y 0 L a POSTS SHALL BE SPACED TEMPORARY SEEDING u) = Q m w = m w EVENLY AROUND PERIMETER uw -i Of -1 _ � D N z "COOL SEASON": PLANTED BETWEEN 1 SEPTEMBER AND FEBRUARY 28 0 o w 0 cn co Q W/ 4' MAX SPACING. LARGER NCDOT #5 BOXES MAY REQUIRE MORE 120 POUNDS PER ACRE WINTER WHEAT (TRITICUM SPELTA). THAN FOUR POSTS. WASHED co"WARM SEASON": PLANTED BETWEEN 1 MARCH AND 31 AUGUST a a a a o a Ah, STONE �4' MAX 65 POUNDS PER ACRE GERMAN (SETARIA ITALICA), BROWN TOP (SETARIA ITALICA), OR FOX TAIL MILLET Of (3 19 GAUGE HARDWARE W N c3 o N (BRACHIARIA RAMOSUM) z v z Q z w D ,� - -- a a a a a a CLOTH (/4 MESH iz J w 5 � c) OPENINGS) SECURED w lco > o LU V' `V a a a a a a STRAW MULCH: APPLY 4,000 POUNDS PER ACRE. THE GROUND SHOULD BE COMPLETELY COVERED WITH NO Q Qf z 0 w A o o a a a a a a A TO TOP, MIDDLE AND BARE SPOT LARGER THAN A QUARTER, THEN TACKED WITH EMULSIFIED ASPHALT OR BY CRIMPING THE STRAW o 0 0 z uj z z 24" BOTTOM OF POST. a_ o = w -i o w --- o 0 0 0 0 0 INTO THE GROUND. EMULSIFIED ASPHALT SHALL BE APPLIED AT A RATE HEAVY ENOUGH THAT ENTIRE AREA J Of Q O Q PLAN VIEW 16�� 2 1 APPEARS BLACK IN COLOR, WITH PARTICULAR ATTENTION TO THE EDGES OF THE AREA, CREST RIDGES, AND Q o uj ° � z BANKS TO PREVENT WIND DAMAGE. > � J 0 Z W � 4 4 4 4 4 4 0 4 4 4 4 0 4 I I I I Q > 0 U 24„ EXTENSION OF WIRE I I 1 HYDROSEEDING: HYDROSEEDING SHALL ONLY BE ALLOWABLE ON SLOPES STEEPER THAN 1 HORIZONTAL TO 1 z z 24„ MESH UNDER GRAVEL I I I I NCDOT #5 UNIFORMLY GRADE VERTICAL. STEPS 1 THROUGH 4 MUST BE COMPLETED PRIOR TO HYDROSEEDING. HYDROSEEDING SHOULD BE FLARED END A7 0 a FOR ANCHORING. (TYP) I I I WASHED SHALLOW DEPRESSION APPLIED IN TWO APPLICATIONS. THE FIRST APPLICATION WILL CONSIST OF 1/3 OF THE MULCH AND 2/3 OF THE SECTION �07 PLAN - u u STONE APPROACHING INLET SEED AND THE SECOND APPLICATION WILL CONSIST 2/3 OF THE MULCH AND 1/3 OF THE SEED. THE MULCH WILL 5' LG. MIN STANDARD "T" POST La 5' L MIN OR HEAVIER). SECTION A (ALL SIDES) INCLUDE A TACKIFIER AND WILL BE APPLIED AT A RATE OF 2,000 POUNDS PER ACRE OR THE MANUFACTURERS' NOTES: RECOMMENDATION, WHICHEVER IS HIGHER. 0 1 . INLET PROTECTION SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH SECTION 6.51 OF SLOPE 0 % FLOW THE NCDEQ EROSION CONTROL PLANNING AND DESIGN MANUAL. SEE SHEET C-003 FOR ADDITIONAL EXEMPTIONS: SPECIAL USE AREAS, SUCH AS WETLANDS, RIPARIAN AREAS, FLOOD PLAINS, GENERAL OFFICER C - SPECIFICATIONS AND MAINTENANCE CONSIDERATIONS. QUARTERS AND THE HISTORIC DISTRICT. CONTACT THE FORT BRAGG WATER MANAGEMENT BRANCH (WMB) AT cn C4 TEMPORARY INLET PROTECTION 910-396-2301/2823/2897 WHEN SEEDING THESE AREAS. z > NOT TO SCALE O v Lu HEAVY DUTY UPON COMPLETION OF THE PROJECT PRIOR TO LEAVING THE SITE THE WATER MANAGEMENT BRANCH SHALL FILTER FABRIC �T` NOTIFY THE PROJECT POINT OF CONTACT: MR. JACK WILSON AT 396-2301/2823/97, EXTENSION 224. < Q SECTION A-A Pip FT ` IC \' LIFTING STRAPS o 00 F gRFq � (RECOMMENDED) o H FNp FNPDES STABILIZATION TIMEFRAMES z z l/ 0 INTAKE c� o CT�O �Y SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS Q a z \ N \ \� HOSE O \ \ cow FILTER BAG CLAMP PUMP PERIMETER DIKES, SWALES, m � - \ \� >lx DITCHES AND SLOPES 7 DAYS NONE o o p PP (TYP) w U \\ ,,,. _ �I �ARIF RIPR � HIGH QUALITY WATER (HQW) w \\ S ZONES 7 DAYS NONE L FT. d IN. \\\\ B STRUCT. ID D° (IN.) a ( ) W(FT.) ( ) CLASSLl\ DISCHARGE IF SLOPES ARE 10' OR LESS IN LENGTH TSD (4) �18" SEE A7 ON C-500 12 B \ PLAN VIEW HOSE SLOPES STEEPER THAN 3:1 7 DAYS AND ARE NOT STEEPER THAN 2:1 , 14 DAYS FES #100 36 18 9 1 12 B I I� I �� )uc ARE ALLOWED PUMP WELL VEGETATED CLAMP INTAKE SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50 ISOMETRIC GRASS AREA (TYP) (TYP) HOSE IN LENGTH. CA� �� FES�O`��q��'% NOTES: FILTER BAG ALL OTHER AREAS WITH 14 DAYS NONE, EXCEPT FOR PERIMETERS AND �10/27/2 � ( ve SLOPES FLATTER THAN 4:1 HQW ZONES SEAL 1 . SEE APPROPRIATE SCHEDULE FOR DIMENSIONS _ ° ° ° 038615 DISCHARGE ,� � 2. La IS THE LENGTH OF THE RIPRAP APRON. SLOPE 15.0 TO 20.0 NOTE: TEMPORARY SEEDING SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH SECTION w r HOSE 6.10 AND PERMANENT SEEDING SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH SECTION 3. d = 1 .5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6". FILTER FABRIC 8" OF #5 OR ,, T ��,��`�� > 4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIPRAP AND SOIL ELEVATION VIEW #57 STONE 6.11 OF THE NCDENR EROSION CONTROL PLANNING AND DESIGN MANUAL. SODDING SHALL BE 0 FOUNDATION. NOTES: INSTALLED AND MAINTAINED IN ACCORDANCE WITH SECTION 6.12 OF THE NCDENR EROSION CONTROL Q A 5. RIP RAP SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH SECTION 6.41 OF THE NCDEQ 1 . WOOD PALLETS MAY BE USED IN LIEU OF STONE AND GEOTEXTILE AS DIRECTED. PLANNING AND DESIGN MANUAL AND PROJECT SPECIFICATIONS. SEE SHEET C-002 THROUGH C-004 FOR 0 EROSION CONTROL PLANNING AND DESIGN MANUAL. SEE SHEET C-003 FOR ADDITIONAL 2. SEE SHEET C-004 AND 2012 NCDOT STANDARD SPECIFICATIONS, SECTION 1639, ADDITIONAL SPECIFICATIONS AND MAINTENANCE CONSIDERATIONS. SHEET ID SPECIFICATIONS AND MAINTENANCE CONSIDERATIONS. FOR ADDITIONAL SPECIFICATIONS AND MAINTENANCE CONSIDERATIONS. C-501 0 RIP-RAP OUTLET/INLET PROTECTION A4 PUMPED WATER FILTER BAG A7 VEGETATION/STABILIZATION SCHEDULE Q Al NOT TO SCALE NOT TO SCALE LLI NOT TO SCALE CONTROLLED UNCLASSIFIED INFORMATION (CUI)