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HomeMy WebLinkAboutSW4210901_Plansheet - Grading/Drainage Plan_20220105 (4)KERNOOLELANO|NG SUBOVS|ON-STORM ' | 254'RSll}RM EVENT, 10M|N. TIME OF CONCENTRATION | ` \ \ \\\ \ \ \ \ \ \ \\ \\ \ \ \ \ \ \ \ \ \\ \ \\ \ \\ \ \ \ \\ ] \ Pipe Inlet Runoff Sub- Total Rainfall Subarea Total Outlet Pipe Outlet Pipe Minim Provided Full Flow Pipe Upstream Downstream Head Head Pipe Provided Remaining No. Pipes Coeff. Area Area Intensity Flow Flow Theo. Dia. Diameter Slope Cap. Slope Cap. Velocity Length Invert Invert Centroid Req'd No. Inlet Inlet Ci Ai A I Qi (cfs) Qt=Qi+Qp (inches) (inches) (ft/ft) (cfs) (ft/ft) (cf S) (ft/s e c) (feet) (feet) (feet) Depth Depth MONITOR AREA TO ENSURE 7— 0 12" STRAW WATTLES NATURAL GRADE DRAINS G C-T-\\ ... 6s, __ —11 I-_ TEMP. DIVERSION BERM MAY PROP. :2 z 2 U 66 NEED TO BE EXTENDED \7 LL TEMP. DIVERSION OUTLET 43 LU W c) LLJ ?oo� TEMP. DIVERSION BASIN #8 DISTURBED A �2" STRAW WATTLES 0 TEMP. DIVERSION MONITORAREATO ENSURE BERM (TYP.) SKIMMER Al (SEE DETAIL SHEET C11) TO SKIMMER BASIN #9 BASIN #9 TEMP. DIVERSION BERM 0 Uj INV. IN: 615.15 (FUTURE) MAY NEED TO BE EXTENDED INV. OUT: 614.95 06 AS A DONUT AROUND YI,SEE DETAIL --640 0') 0 so /54 �i 515 Lu (D b 44 j DRAINAGE P11ASt 11 \ 48 ul 7) 30' DRAINAGE ESMT. PHAS,6 46 LITE LLU (95) _j 0.. — TEMPORARY SWALE CHART, KERNCIDLELAND[ING SUBDIVISION PHASE 2 SWALE UPSTREAM SWALE AREA (AC.) AR CA TOTAL COMPOSITE C CX1 Q(CFS) TOTAL Q(CFS) SLOPE I%) LEFT SLOPE RIGHT SLOPE TYPE LINER N FLOW DEPTH (FT) ACTUAL DEPTH �FT) TOP(FT) VELOCITY �FTJSEC) T (PSF) BOTTOMWIDTH (FT) LINING STAPLE PATTERN \ \ \ \ \ \ \ > � LU � O Z Z �c m m mm .\ � �u�uxE*w \ \ {} m � �4 cB \ \ \ � \<\`- �� - �' \ \ ` \ u 0 o � z U � � 06 �� |[� � [y � ~' / � -------- /~5.5/N/HR(emSTORM) TEMPO mRYumm~NOPITH AMERICAN GREEN onEQUAL � / � / ^�~`` c��» rm~rmAms»mn TRAP =TRAPEZOIDAL ym/roao�o��/mn> �� // > / ```� | / Lu Ln en 00 |������ / \ �� ��=�..~ .` DRAWN BY: JAS �� ��' ' STORM MANHOLE (srm*) oo DEED BOOK DATE: 10/14/2020vnur',o�s p^ PLAT BOOK ,s ,^ss ww ma*T-or'W^, -j�r LIGHT POLE s/, EDGE opPAVEMENT | s^a EDGE opGRAVEL GROUND LIGHT comc CONCRETE ncp REINFORCED CONCRETE PIPE CA � GUY WIRE DI DROP INLET c/ CURB INLET pps FINISH FLOOR ELEVATION 8� YARD INLET (n) mmr v^SEmsmr UTILITY PEDESTAL /pEn TELEPHONE PEDESTAL r** TELEPHONE HAND HOLD = GAS VALVE omos DRAINAGE MAINTENANCE mUTILITY EASEMENT OHU OVERHEAD POWER LINE 41 r`r`r`r`r� �on�uw��v�) /~syr/��x<zo�x�onwo m/~m/�muu�x ---o--'o--- c~0.40 r�»~rme�o/m�(vv/rxeunomvv/or*) �oums °�_°�_ �^rsnuws ��—��--- '/opswrs(�'� y����A|� SCALE l[E��P��RA��������I����E�� ������IN ���������[ ��E���J����LE LAN��I����P��ASE 2 -- GRAPHIC ' ''~ | ° UNDERGROUND ELECTRICAL pxnp DISTURBED LIMITS | | r BEFORE YOU DIG! CALL 811 N.C. ONE -CALL CENTER PERMANENT SWALE CHART, KERNODLE LANDING SUBDIVISION PH2 SWALE UPSTREAM SWALE AREA (AC.) AREA TOTAL COMPOSITE C CXI Q (CFS) TOTAL Q(CFS) SLOP E (%) LEFT SLOPE RIGHT SLOPE TYR E LINER N FLOW DEPTH ACTUAL DEPTH (FT) TOP(F­G VELOCITY (FT/SEC) T (P SF) BOTTOMWIDTH ITT) REMARKS TOTAL TOTAL COM POSI TE 10-YEAR TOP TOP DEPTH SIDE SE13M ENT VOLUME SURFACE AREA EM ERGENCY SIQMMER ORIFICE DEWATERING BASIN# DRAINAGE 13STURBED I NTENSI T 01, (CFS) LENGTH WIDTH SLOPES PROVIDED WSR LENGTH C-VALUE (FT) VOLUIME AREA (SQ PROVIDED SIZE(IN.) (I N.) Tl M E (DAYS) AREA (AC) AREA (AC) Y (I NIHIR) (FT) (FT) (H:V) (CU FT) (CU FT) FT) (SQ FT) (FT) -----.----- FENCE uws TEMP. DIVERSION BERM �== TEMP. CLEAN WATER DIVERSION BERM 12^STRAW WATTLES, DITCH LINE PROTECTION ( IN FEET) 1inch ~6O ft. ^���| `'^���| U U