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Home My WebLink AboutSW6200404_Plansheet C-500 - Misc. Detail_20230303 1 2 3 4 5 6 7 8 9 10 WATER ENTRY CONTROLLED UNCLASSIFIED INFORMATION (CUI) NOTES UNIT WITH TRASH PVC VENT PIPE TEMP. ORIFICE 1 l SKIMMER SIZE INSTALL 6" PVC ELBOW WITH CAP AT PHYSICAL PROPERTIES OF SCREEN PVC FLOAT SEDIMENT BASIN DIAMETER EXISTING ORIFICE STUB.TOP OF CAP TURBIDITY CURTAIN FABRIC FLOATING TURBIDITY CURTAIN 1 . DESIGN OF CURTAIN AND ANCHORAGE SHALL BE IN SHALL BE AT NORMAL POOL ELEV WITH ACCORDANCE WITH MANUFACTURER'S 4"HOLE DRILLED. PHYSICAL PROPERTY MINIMUM ORIFICE (SEE TABLE FOR SIZE) #1 6.011 5.511 REOUIREMENT RECOMMENDATIONS. US Arm Corps THICKNESS, MILS 45 UNIVERSAL CONNECTOR \/ 1'1 FLOATATION FLOATATION SEGMENT 7 I' DOMED TRASH RACK SEGMENTJTO'P"TEN'S ION CABLE FOLD JOINT FOR STORAGE 2. FLOATING TURBIDITY CURTAINS SHALL MEET OR of Engineers® G BARREL-ARM EXTEND WHEEL ABOVE HORIZONTAL OPENING,/MAXpMOUNTED WEIGHT, OZ. i SO. YD. Ia WATER TOP LOAD LINE ARE- AST BOX ACK WITH HINTALGES AND HOL MDOWNMOUNTED CRAB TENSILE STRENGTH, LBS. Soo SURFACE EXCEED PERFORMANCE SPECIFICATIONS OF POROUS SCHEDULE 40 PVC PIPE CLASP WITHIN THE INSIDE LIP OF BAFFLES IN ACCORDANCE WITH SECTION 6.5 OF THE SEE TABLE FOR SIZE PRE-CAST BOX.LID SHOULD OPEN UV INHIBITOR MUST BE INCLUDED ( ) - AWAY FROM DAM. o NCDEQ EROSION CONTROL PLANNING AND DESIGN LU REMOVE ORIFICE AND APPARENT SIZE FINEU S. STNDARD SIE°°70 � __ ____ _____ _____ ____ ____ _____ _____ _ MANUAL. FLEXIBLE HOSE o ;; PVC FLOAT INSTALL SKIMMER 3. FABRIC SHOULD BE MADE OF A NON-DETERIORATING /NORMALPOOL O :: 6'x 4'CONCRETE RISER ELEV=243.00 INSIDE DIMENSION Post p :: MATERIAL, SUCH AS PLASTIC OR NYLON. BARREL-ARM ./ Furling tie OP VIEW W/6"THICK SOLID WALLS / Hope p :: 4. MINIMUM 12" GAP BETWEEN SKIRT BOTTOM AND SCHEDULE 40 PVC PIPE MIN WEIGHT-23,587 LBS. FILTER CLOTH SKIRT 6"DRAwDowN ORIFICE -- ----- - in FILTER CLOTH O ;; (DEPTH VARIES) CHANNEL BOTTOM TO PREVENT ACCUMULATED SKIRT (DEPTH (SEE TABLE FOR SIZE) INV=242.50 - vaRIESI O PVC VENT PIPE o EXISTING OUTLET -�i _rJ _/_� �_ ii��f R p ; SEDIMENT FROM PULLING TOP OF CURTAIN BELOW STRUCTURE Float o WATER SURFACE. EXTENDED VALVE E� p 5. FLOATING TURBIDITY CURTAINS SHALL BE MAINTAINED FLEXIBLE HOSE STEMW/SUPPORT STEPS � p �� - silt IN ACCORDANCE WITH SECTION 6.65 OF THE NCDEQ 3'O.C. ,� p �� WATERPROOF curtain O STAINLESS STEEL MASTIC BALL (AST BALLAST ND EROSION CONTROL PLANNING AND DESIGN MANUAL. WATER ENTRY SIDE VIEW STEM GUIDES(TYP.) C� o__ ___ ____ ____ ___ ___ ____ ___ ____ ___ LOAD LINE CHANNEL - -------------------------------------------------------- Z UNIT 8"PLUG VALVE BOTTOM 0 F N END VIEW % �� GROMMET= %� �� FLOATING TURBIDITY CURTAIN SKIRTCONNEGT , 8"DIP DEWATERING INLET INV.=237.00 i , F5 W NOTES: INV:237.00 INV,237.00 r NOT TO SCALE 0 1 . FAIRCLOTH SKIMMER TO BE INSTALLED ON EXISTING OUTLET STRUCTURE BOX AND TO ANTI-FLOTATION BASE 8'x 6'x 1' , REMAIN IN PLACE UNTIL SITE IS PERMANENTLY STABILIZED PER NCDED/LQS S&E PERMIT. 4 ' Y Diversion Island over inlet 2. REMOVE SKIMMER ONCE SITE HAS BEEN STABILIZED AND RE-INSTALL PERMANENT Dike 1�- min �l Q - 8'-0" MAX. WITH WIRE REINFORCEMENT AND k 3:1 A DRAWDOWN ORIFICE. ` ` `' ' ' '='' .5' STANDARD STRENGTH FITLER FABRIC Hold-downs takes -: `'`''`V t min IRCLOTH SKIMMER WIRE REINFORCEMENT 6'-0" MAX. WITHOUT WIRE REINFORCEMENT AND ~, = II 14 GAUGE STEEL EXTRA STRENGTH FILTER FABRIC (E�NOnT =i I - C) TO SCALE I(1= I - III o WIRE 6" OPENINGS _� I I- I -illl ��^ o 5' MIN. STANDARD EXTENSION OF 10' spacing g= III - Z o 0 17 "T" POSTS, 1 .25 LB/LF p 9 �. (III f II II+I (II Inletlill (III-llll--�Ii{= o 0 FABRIC AND WIRE .. I`lllll- Q � ~ NC _j OR HEAVIER _ _ = WNQw � w SYNTHETIC FILTER FABRIC AT / INTO TRENCH ((� 0 � o Plastic L�, �_"� SECTION A-A w - z LEAST 95/o POLYOLEFIN OR STEEL POST corrugated I I - E POLYESTER BY WEIGHT. ��/ COMPACTED pipe 9 + 1 (III � 0 O O W FABRIC SHALL CONTAIN UV I.£ FILL �)I��'l, I Top of i/ �m INHIBITORS & STABILIZERS TO ��/// `ti -I 11=I11 hand compacted 0 PROVIDE MIN. 6 MONTHS F // % I � fill(island) ZO O O S O �// �� h Stabilize e.. .: :: .: - I Top of F- 4 min O LU OUtlet 111111(f11d=iv er,si.onUSE / =��:•,.,;<:� � ,-. - - I�II=II(h III[- m � Y� c� m FILTE LU WNatural . DIRECTION OF FLOW 1 I w C0FABRIC round 3'1 C� wZZ o� 0 0 Diversion w F z#SwasHED � 4l minio channel _j Of m = D N STONE SILT FENCE leve sectn L o owc) n U) Q 10' t10' #5 WASHED STONE Aco _ IT SILT FENCE NOTES: RIP-RAP OUTLET A-1 co 1 .5' 4' 1 . ALL SILT FENCE MATERIAL SHALL MEET OR EXCEED ASTM D 6461 PROTECTION C-501 Of co Z o _. 2. SILT FENCE SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH SECTION 6.62 OF THE NCDEQ w N Z 0 0 0 0 - - 0 % Z vDQ zw � � D SECTION VIEW PLAN VIEW EROSION CONTROL PLANNING AND DESIGN MANUAL. SEE SHEET C-004 FOR ADDITIONAL SPECIFICATIONS AND 0 E Z Z � ~ � c� W _j W DGoZ MAINTENANCE CONSIDERATIONS. w U) Q 0Cif z W w 0 0 0 0 0 0 0 o p � Z Q 0 of C/) SILT FENCE ROCK OUTLET D4 TEMPORARY SILT FENCE � o ° = LU W w ~ Z � ofOQU ONOT TO SCALE NOT TO SCALE o 0 0 0 0 0 0 0 0 Z Q O u LU z J 0 W Lo J � - � Z W SHINGLE-LAP SPLICED ENDS OR L=DISTANCE SUCH THAT W AND w z0 < 0 BEGIN NEW ROLL IN AN _ ,A, 'B' ARE SAME ELEVATION 'g' J TOE OF SLOPE INTERMITTENT CHECK SLOT. = - - z_ v PREPARE SOIL AND APPLY SEED I_ =III w -III_II = �' BEFORE INSTALLING BLANKETS, MATS OR OTHER TEMPORARY CHANNEL v =1 LINER SYSTEM. . v -III_III;. SECTION THRU SWALE 1 5' III= 11=III=III=III= = TOE OF SLOPE C MIN. -III Cn J 9" MIN. - - a _III_ CPP RIP-RAP TO EXTEND MIN. 24" Z L vvvvvvvvvv vvvvvvvv III=II I=Ii� BEYOND OUTSIDE OF PIPE 0 � LU J -I - � o °0 =1 I I=III=III FILTER CLOTH Z D z w 0 v v v v ELEVATION - - Q _j ° 12 MIN. #5 OR #57 w w z v ' v ' v ' v ' v ' v ' v ' v ' v ' v ' v ' v ' v ' v ' v ' v ' STONE 1 .511 z mC O 0 � oo O 0 0 0 w NCDOT CLASS 2:1 > 00 w NOTES: B RIPRAP 2' MAX AT B 1 . CHANNEL LINER MUST BE CONSTRUCTED AND MAINTAINED IN CENTER - - ACCORDANCE WITH SECTION 6.30 OF THE NCDEQ EROSION CONTROL FILTER PLANNING AND DESIGN MANUAL. SEE SHEET C-002 AND C-003 FOR FABRIC TEMPORARY F5 ADDITIONAL SPECIFICATIONS AND MAINTENANCE CONSIDERATIONS. _ _ _ _ _ _ _ _ _ _ _ _ _ 18' DIVERSION C-500 -III-I I -III-III-III-III-III-III-III-III-III-III III-III MIN. CARD 2. IN LIEU OF INSTALLING CHANNEL LINER, CONTRACTOR MAY INSTALL .4' TO 6' • • • • • • • • • • • ;�`��\��OFESS29��' W PERMANENT SOD. (IN SEASON AND PER PROJECT SPECIFICATIONS) _ �3/03/2 U) SECTION THRU STONE NOTE: SEAL 3. DESIGN VELOCITIES EXCEEDING 2FT/SEC REQUIRE TEMPORARY BLANKETS, NOTES: 038615 1 . STONE CHECK DAM SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH SECTION 6.83 1 . TEMPORARY SLOPE DRAIN SHALL BE CONSTRUCTED AND MATS OR SIMILAR LINES TO PROTECT SEED AND SOIL UNTIL VEGETATION MAINTAINED IN ACCORDANCE WITH SECTION 6.32 OF THE NCDENR %, W OF THE NCDEQ EROSION CONTROL PLANNING AND DESIGN MANUAL. SEE SHEET C-004 FOR BECOMES ESTABLISHED, ADDITIONAL SPECIFICATIONS AND MAINTENANCE CONSIDERATIONS. EROSION CONTROL PLANNING AND DESIGN MANUAL. SEE SHEETS %,, T • Q 2. CONTRACTOR SHALL INSTALL CHECK DAMS AS INDICATED ON PLANS AND ADDITIONAL CHECK DAMS C-002 THROUGH C-004 FOR ADDITIONAL SPECIFICATIONS AND Q AS REQUIRED BASED ON SPACING REQUIREMENTS SHOWN ABOVE 4. GRASS-LINED CHANNELS WITH DESIGN VELOCITIES EXCEEDING 6FT/SEC MAINTENANCE CONSIDERATIONS. A SHOULD INCLUDE TURF REINFORCEMENT MATS. 3. CONTRACTOR SHALL PLACE CHECK DAM STONE OVER CHANNEL BANKS TO KEEP WATER FROM PLAN VIEW SHEET ID CUTTING AROUND DAM. STONE CHECK DAM IN SWALE TEMPORARY SLOPE DRAIN (TSD) C-500 0 Al TEMPORARY CHANNEL LINER A4 � � A7 Q NOT TO SCALE NOT TO SCALE NOT TO SCALE W CONTROLLED UNCLASSIFIED INFORMATION (CUI)