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HomeMy WebLinkAboutNCC232958_Site Plan or Location Map (4)_20231004 N Ill I CONTRACTOR TO COORDINATE WITH / I 5 ADJACENT OWNER ON INSTALLATION OF x m to \,' INLET PROTECTION WITHIN PARKING AREA I h' 9 3,1 Q +" GENERAL SHEET NOTES: o I��-. x A 4' 1. READ THIS SHEET WITH OTHER SHEETS IN SET FOR PROPER E [57- 15' UTILITY EASEMENT 1 p� CONTEXT. SEE SHEET CA001 FOR SHEET INDEX. 5' (DB 1160, PG 148) /N ' I i„� LI') 2. SEE CA002-CA004 FOR GENERAL NOTES. h ^' _ 3. SEE SHEET CA005 FOR LEGEND, ABBREVIATIONS, AND KEYNOTES. E + I h0 W W-1'' ~ / k k+e� } +' x- + co GRAPHIC SCALE IN FEET "_ / " ce- tr O w w W e I 0 102 I EROSION AND SEDIMENT CONTROL NOTES: CB 6-� / O Q a a N a / w (n z TOP 11.24 I ,� 11.92 `'103 w w w / N ��� 1 a P , I 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL MEET INV IN 6.99 �: a_ ° NCDEQ / NCDOT STANDARDS. w _ INV OUT 6.93 m >,..I it o ., - V x '< 2. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE SITE @„� # N I \Q UTILIZING CONSTRUCTION ENTRANCES. tr zoo xlz.os Q 6' + CONTROL POINT I IP ' N 9873.81 3. TEMPORARY SEEDING - STABILIZATION FOR ALL NON-IMPERVIOUS CB e + CB - E:9945.98 TOP 11.15 M ,,h TOP 11.15 AREAS TO REMAIN DENUDED FOR A PERIOD OF THIRTY (30) DAYS x ,.. '". ELEV: 11.77' 4" PVC INV IN 9.44 12" CPP INV IN 8.77 OR LONGER SHALL BEGIN WITHIN TWENTY-FOUR (24) HOURS 6' 12" CPP INV OUT 9.26 15" CPP INV OUT 8.73 N AFTER CONSTRUCTION ACTIVITY CEASES IN THESE AREAS. THE tiy0 r') METHODS FOR ESTABLISHING STABILIZATION SHALL BE APPLIED z i 12 OD LOD LOD LOD LOD LOD LOD LOD OD\ WITHIN SEVEN (7) DAYS OF INITIATION. \ m r SF S28°47 2J E 311.31' 4. PERMANENT SEEDING - STABILIZATION FOR ALL NON-IMPERVIOUS T EX. WATER, GAS, AND % SF AREAS BROUGHT TO FINAL GRADE SHALL BEGIN WITHIN STORM LINES TO REMAIN. TWENTY-FOURS (24) HOURS OF COMPLETION OF THE LAND z*o m E :II }' DISTURBING ACTIVITY. THE METHODS FOR ESTABLISHING FINAL•YT& 2 esSTABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS OF oT c=,o II o' INITIATION. EXCEPT FOR SMALL LEVEL SPOTS, SEEDED AREAS a A 3 • A SHALL BE PROTECTED WITH MULCH. a m I 0 o j 1^' - • 0 = pz u^i CO r T. 6 0> O 9� ,I 5' LIMITS OF ^ _ EX. CURB AND zo9w 15.9 !I GUTTER TO BE BUILDING PAD I v REMOVED FORT I� REMOVE ITEM INDICATED u o ENTRANCE. ZONING: B-2 =F o N CU W n 3 -�o J0 .-.-• CE STONE CONSTRUCTION w N 3 o• iI r O ENTRANCE Y m,. U o COI\1ROL PAINT O o E z o N:10093.42 ,•,I S�� -SF SF-$F SILT FENCE z �1 5 + l a ■� ©., ' E 9711.07 h o LEV: 12.51' X �' LOD LIMITS OF DISTURBANCE N c „( , 3"3 A. Q JAMES CLAUD TAYLOR }� ® INLET PROTECTION Er - oo. L , ,�tuuuui,p.. a BE REMOVED.T AND PARTALURB ANDDEMO OF STREETUTTER TO DB 1894, PG 435 + s`�•t� �gROl'o,' 13.00 REQUIRED FOR PROPOSED CATCH BASIN. PARCEL NUMBER: 5676-26-3213Zo�' `4e,e0,Q�SS�O���v1.: 4silo.95H o a CONTRACTOR TO COORDINATE WITH NCDOT O ,�! S a z zg .I ON LIMITS OF REMOVAL. O ZONING: O&I4- o to U GV4 . v aoi . k mJ 2 2 4, %p tQy / Q Gj E'2ss/ �� ,,� EX. BUILDING TO 2 00 ((1 EX. TREE TO BE REMOVED (TYP.) �'-,0,„. 61N� c . BE DEMOLISHED. o°� �° Q N a t1,o a S ,O• �I A EX. BUILDING TO z > > N " v = c°`" �" BE DEMOLISHED. e'er B N o , , 0 } wo o = N ¢ 1" m c� Q jj ZONING LINE " S28°54'29"E <v S28°49'16"E 15 .78' S28°59'52"E EN o10 m 3 m 01 I 9'� e 75.21' I /x/ / / / / /x/ / /Fw9o, g6 \F 4 .40' F Y� o o w 3 = \ ° 0 4 . EX. FENCING TO o Q Q Q �I BE REMOVED Q 11111 ��O O ,CY c NN ZONING: O&I I m �� I �>s I o a 6 m�:� 0 �z w n a r L " r o Q O= OP +� �--___ UNCOVERED p "' oo o a \ W I ° . O EX. HOUSE AND DRIVEWAY oo c,�" J EX. GAS SERVICES + U] 0 1 Q EL j ,ry I TO BE DEMOLISHED •4)6, To BE REMOVED - .- Q a EX. FENCING TO �_ �"� h" 6�_ `�' EX. HOUSE AND DRIVEWAY O o 41 a Io, I F BE REMOVED ��°� co "�° 0 CV I + �` TO BE DEMOLISHED `�- L O T ° 5 I I w� N �� I . C, P Q Z I �� O' M pro cow A&G INVESTMENTS z < I I I wa << '5 Io �� ( �� O' X A NC LIMITED PARTNERSHIP O_ 0_ >a � -,, •-� °� o� o DB 1041, PG 931 �_ Yv Wi VINYL III 1- Q ry E= I PEI I� I in 0 ° SIDED ��� T V ° _• • PARCEL NUMBER: 5676-25 4958 J " ,J, ' " HOUSE o N `o BRICKOUSE °� v ZONING: 0&I ° �� SAMUEL M. COREY, JIII _ .I O 'l• ' o SCONTRACTOR TO COORDINATE WITH CITY °� ( O' < '� A N R.. G R E Y ' • + 0 o OF WASHINGTON/ NCDOT FOR Ioo} a Z PORC U J �96' 1 ", • EX. POWER POLE AND GUY WIRES TO BE o REMOVAL/RELOCATION OF UTILITY o o ^a (!7 „s,' DB 1999, PG 822 ". RELOCATED. CONTRACTOR TO COORDINATE E INFRASTRUCTURE WITHIN INTERSECTION. +r o / WITH CITY OF WASHINGTON FOR NEW LOCATION c �_ EX. GAS SERVICE m \ P�ROEL NUMBER: 5676-263172•/I� INLET PROTECTION TO BE ADDED UNT1L o' I CD ,Q AND WATER Z. 4' e°� \ z _ <u REMOVAL OF EXISTING INLET. INLET WILL BE II, o <v0 0'1" , ZONING: O&IINVERTSREPLACED gp WITH NCDOT STANDARD MANHOLE. o ° x SERVICES TO BE Q- h O� zso QSP I 1j�j�. �m REMOVED •Q °T, • EX. GAS, WATER, AND SEWER Ir ���� P 1iz9e ,,, °O Yl� � MAINS TO REMAIN ��1 P > �° Q �� CE �� o *k z ,z .,. ° I oEX. WATER SERVICE �� ! LLJa� m e f o W OWI• EX. CURB AND GUTTER TO BE REMOVED (n OJ II) °� ^ q1 \ ' '? ,•�4' - p TO BE REMOVED ,.� ' ,a- FOR TURN LANE/ENTRANCE z 8" ABS WATER t' ib; oHE o `}' ® +��' MAIN �\ ��Q�' 0'\ OHE .- OHE 0 AO oHE III , E OHE-OHE-3`OHE oHE OHE O E-0 i�-ti�"1 _ _ } raCJ ��- - - E'�:1 e'_" 0- - LOD- LOU (n 9 �s ti�-�Q° a.-sys-s o ©_© EX. DRIVEWAY ENTRANCE atr�� v > Lob -3- -so-* ;,.127 54' LU ', Svo-s.e-Svo " TO BE REMOVED. " , "" s d i° 9 46�b\�-s'20-1578 svo-svo-svo-soli sv, "' svo-sva .0 svo se0 sva svo 2 Q `i W W W w W W W \,2• II W W W‘ WAN 'fi w W W w w N W,.r= w ry w_,vx w •,, w ,. huh_2W W W W W w ^w W W gv W Q ss ss ss ss ?viva • x •5ss ss >+ �� `'� ® m^ + I LOD Q �� ss ss ss ss ss ss �� �S�,o i1 ss ss ss �� �� s ss s r ss mhw� zw IIA 8" PVC (rRuss) � ;�,�,�, , , ��,E'�-tom M, ,�®M�,�.'.,�$�, M,M,M,M,M,M,M,�,� ��,�,�,�,� iM,M,M,Al, r, ,Il,Il,Il,Il,Il,Il, o O N SANITARY SEWER +' - �� i• iu �• - /.��, ,^,�q{ .Er�i�i�i�iii�z�� i�Gi. LL Q N34'33.11"W , QQ, /001' `IYyIVTROL POINT / FL,T _I m 5 C, I •!- 8" ABS WATER , /��l 00l �0� `/OOMCt ,Cv^ Q `•' 23.7a 2 ON:9751.62 8" PVC (TRUSS) Q z '2-et:,' 3 Q- 4�Qv J° 8" PVC (TRUSS) MAIN SSMH '^ P I ¢ O (V C, `t°p ��i - - -SAd1TABY SEINES F aRai 7F SANITARY SEWER O Gni 0= w y��47 W 3 �O� Q SSMH MO° uT�j j� /� ,/ WEST y, (N) 6,' TERR INV IN: 6.51 Q }N a CONTRACTOR TO COORDINATE WITH CITY RIM: 12.41 US 1 1 F r 1 �V`f - VY L T /L T• N z OF WASHINGTON/NCDOT FOR ANY .(E) 6" TERR INV IN: 6.51 H< = a �(N) 6" TERR INV. IN: 8.53 >° i tO g OF REMOVALS/RELOCATIONS (S) 6" TERR INV. OUT: 8.48 (VARIED' PUBLIC R W - (S) 6" TERR INV IN: 6.54 , U m WITHIN RIGHT-OF-WAY y1_ _(W) 6" TERR INV OUT: 6.46 1,,p" 4,- 0 SHEET NUMBER 3 '5 VARIED WIDTH ASPHALT) C E 1 0 1