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SW8960108_APPROVED PLANS_19960715
STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. DOC TYPE El CURRENT PERMIT APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE YYYYMMDD E I GROUND LINE GENERAL NOTES: 1. WIRE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING 2. FILTER FABRIC SHALL BE A MINIMUM OF 31 IN WIDTH AND SHALL BE FASTENED ADEQUATELY TO THE WIRE AS DIRECTED BY THE EN- GINEER. 3. STEEL POSTS SHALL BE 5 FEET IN HEIGHT AND SHALL BE OF THE SELF -FASTENER ANGLE STEEL. TYPE. {� 4. WOOD POSTS SHALL BE A MINIMUM OF 6 FEET IN HEIGHT AND 3 INCHES OR MORE IN DIAMETER. WIRE FABRIC SHALL BE FASTENED TO WOOD POSTS WITH NOT LESS THAN #9 WIRE STAPLES 1-1/2" LONG. u TEMPORARY SILT FENCE AIL 1 /2" = 1'-6' TOP STRAND 10 GAUGE MIN. LINE ' IRES 12-1 2 GAUGE MIN. BOTTOM STRAND 10 GAUGE MIN. •ff4 LONT. 443 ,RE- �AR 1 E O.G. 10 CO I I �,�,,lu•,EPs 4' WW5 B{.Of,K- 4 ,000 F.S.I. CaC 6"X6"X1/Z" 110. 1 5rol WA9v 4"X6' 111 4' 1 {TYn_/ NOTIr MAINTAIN Z" GLI01FIANC9 BETWEEN zGe OF CLONCRETE ANO KEBAB DOWELS. 11 rh13RIC TURWO OUT 2" X8"X10" T&G ros Itif';vAri1N - (ai I' OIA. X 1/Z" H� (2A V WASHER- COUNT6K BOK1 3 Iq D0. WASHER iV 00 NUT 6011 W/COAI, TAR EPDXY g 1- INCH 5TOKM Cd.EJATION 11.3 0 j IMF IVE —b"X8'X1�'-0" POST SECTION "A --A" TYPICAL BULKHEAD CROSS—SECTION K T.S. FLOW SRREADER N.T.S. 0 0 0 0 0 0 0 0 00 p00 o 00 00Op 0 OpppO WIRE SCREEN p O OpO0 00 0 00 pp opod 0 0p0 00 000 Oo 00 0 OO c> DEVvATERING pp cc>0 TEMPORARY SEDIMENT 0 0 0 0 0a o 0000 Op �cP O" a�0 p c 0 1' MIN q�0000poC>0,0 r�31 1E" 4(}o O 2' MAX O- 0 �00 0, P 0 M V c> C� SEDIMENTS',��������\� \��\ Q]o pg0 W/ GRATES O t� v o 0 \�\ 0 0 0 x 10" TREATED BER NOCHED 7s fl .117 N\ F BANKS J t - 49 --} 18 15 5 6 ___Q-j ` -16 17 15 � 19 18 7 4 t- Ey I' 0 to 9 - 18 ~- ,9-S ` 118 16 t� !�j 1--1r� t 118 9 7 - -- I ff D — 0 1 20 ' • l�l l 7 9 xV •�,5' 10 0 O O ' ~3 1a.53 20 19.54 O PROPOSED BUILDING SITE 18 1 - 2 ' 19 20 7 9732 SF .IMPERVIOUS ' i as FF = 20.5 19 S4 ' ,9 ze 1 GE AREA1 30 \ O - f © O 57 S.F. , e! . 4 19 , 5 N\ F OAKS M ITH N / �' ,� 1 4' SIDEWALK ' 1 4' SIDEWALK n' I -VEGETATIVE FILTER DEINALK i' � Oil MIN MIN 30 f IN LENGTH 40 ' FLOW SPREAOEl 19 i Q (SpEE DUETTAIL)10 7 ' e PROTEOCTION CCB INV = 14.3 l II 7 ' F.E.S. 6.0' CA CH 6ASfN 1 (IV � 20 . 3D 19 W RESE�� 9 0 6 Is. g5 N f j 19 23 I I 3 BULKHEAD T.O.S. - ELEV. 20' if ff ��NNC� gp�LLyy, OV�OW EL�'NA9'� III 35 PROPOSED PARKING 14.070 SF IMPERVIOUS 19-53 1 5" R.C.P. ' UMPSTER 00 PAD 19.90 i [� 9 �1 �PPUFPI'E PELEV=14.8CH BASINIOD 8 0 16.8IMENT \ I � - j 1 20. q7 RIP RAP Q PROPOSED BUILDING SITE REGRADE EXISTING t9 DITCH 5675 SOFT IMPERVIOUS FF = 20.5ca I CID 17- VEGETATIVE SHELFis ` D ' �AIN 110 19.73 11 10 O ,9 9 a 20 ~17 2 CD I I Fn 1 9 9 4 1 �85'59 23' W ,a • 7 _— , 13 GUARDIAN CARE TRACT 3 SITE PLAN SCALE 1" = 20' GENERAL NOTES: 1. ALL AREAS DISTURBED SHALL BE SEEDED. 2. ALL ROOF DRAINS MUST TIE INTO THE STORMWATER SYSTEM, OR BE DIRECTED INTO THE PARKING LOT. 3. SURFACE AREA ® ELEVATION 16' = 2860 S.F. SEDIMENT STORAGE AREA I'p �G�- G� 01101m II I . � 00 0 o 0 o 0 0 o p 0 o0 pp0 000 000 0 p00 0 TYPICAL CROSS—SECTION �� �c> p� `� a�� �p 0 g �0 J 0 0 00 o 00 000 0 00000 000 0 NO SCALE o 0 0 0 0 0 o O o 0 0 p 0 0, 0 00 00 00 00 o0 00 00c> 000 0- PLAN 1/2"=1'-0" BLOCK & GRAVEL INLET PROTECTION VARIES VEGETATIVE FILTER "C—C ?ROB. 26 RATE TYPICAL CATCH BASIN DETAIL N.T.S. TOP OF BULKHEAD 20.0' -.,— TO VEGETATIVE FILTER_ 18" BCCMP_ SLOPE 1 W F- SITE H � SYMI CIRCLE + i N} v GUaRDIaN �{VE z z 4 BRIDGES ST us 70 VICINITY MAP LEGEND PROPERTY LINE RIGHT OF WAY LINE UTILITY LINE EXISTING CONTOURS — —19 — — PROPOSED CONTOURS 16 CENTERLINE DITCH LINE NOTES TOTAL AREA 1.48 ACRES (64669 SQFT) ZONED RMF FLOOD ZONE C TOPO REFERENCE IS FROM A SITEPLAN ENTITLED "PROPOSED APARTMENT SITE PLAN FOR BENJAMIN E. THOMSON,ETC." DATED 11/17/95 AND PREPARED BY JAMES I PHILLIPS & ASSOCIATES I (SEE DETAIL) TRASH HOOD OR RACK ANTI VORTEXING BAFFLE — — — — — — — ----- ----- RETENTION EL L. = 17.5 ELEV — —1— — — — — ` — _ PERMANENT ELEVPOOL16.0 45 Dl4 SCHEDULE 40 PVC 1/4" DRAIN DOWN PIPE WITH WIRE _ SCREEN TRASH RACK 3 24" BCCMP —�1 BOTTOM RISER OF POND ELEV. = 12.0 • 9 � o b . SECTION " E' —" B" N.T.S. 00o A o ��00�8� oo A PLAN O C 0 � 0 Oo �v0 Op0 O O 0�8 DOg0000C, 0 00 0 O 00 Op0 0 0 0 0 O H O 00 NOTE* 00 0 0 0 00 0o a a p o 0 o a o 0 0 0 0 0Ooo 1. La IS THE LENGTH OF THE RIPRAP APRON. 2. d= 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT 00 0 OE 00c o00 0 0 � 8 NOT LESS THAN 6" 0 0 0 0 v o 0 0000 J. IN A WELL-DEFINED CHANNEL EXTEND THE APRON opo�a AB VE THEOR 70 THE B MWTAILWATER o>00o 0 00 N HC EVERNIDEPTH 4A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIPRAP AND SOIL FOU DATION. La - 0 0 0 0 0 0 0 0 0 0 0 0 00 00 0 o `moo _> 00000000 =\\� \\/\\ E C E I V E ,/ /// / o 0 �0 0 as (� JUN 191996 tit 1O N A —A FILTER BLANKET D F M PROJ #fiQE;L012F .PIS QUTLET- PROTECTION SEAL S7_0`A 17/ T WAT_MX� PLAN— PP0Fjff5510Ntt_ PI K APAP MfW5 7 LOT 2 ----- --�-- T0WN_'Nr # X C#7rMC0UNTY NOR77fCCOIJNA Thomas Engineering Consultants, P.A. - 203 GLENBURNIE DRIVE -�� - - PO Box 1309 New Bern, North Carolina 28560 2 5/24/?6 _ GRADE MODIFICATIONS JGT Tel. 919--637-2727 1 4/.301?6 —_GENERAL REVISIONS JGT SCALE : 1=20 PROJECT f:95046 DATE : 12/19/95 N0. DA TF DESCRIPTION BY, PLOT FACTOR : 1=20 IPLOT NAMF• RITFPI AN kwrm 1 nc ,