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Home My WebLink AboutSW8120912_APPROVED PLANS_20121117STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW DOC TYPE ❑CURRENT PERMIT APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE ig4s�2/�V —fr e5ze-7-i�&Z7 YYYYMMDD ---_k j.- �'.�._ lei _ �� _y�_ J '`'..__ •'•-.�_ - _ ..i )�. _::�L 'i.'. sY .(i f �s _ ". N 70 W E S NCGM SYSIM ATLANTIC BEACH/MOREHEAD CITY BRIDGE NAM BOGUE BLVDI 5; W TE MINAL BLVD ' 4 a� U7 OCEAN RIDGJ RD AT ANTIC W BOARDWALK BLVD VICINITY MAP NOT TO SCALE E BOGUE BLVD E TERMINAL BL ALANTIQ BLVD 1E NOTES: 1. FINANCIALLY RESPONSIBLE PARTY: CAPITAL BANK 333 FAYETTEVILLE STREET, SUITE 700 RALEIGH, NORTH CAROLINA 2. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN AND ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF NCDENR-DLQ EROSION AND SEDIMENT CONTROL ORDINANCE. 3. PROVIDE A GROUND COVER (TEMPORARY OR PERMANENT) ON EXPOSED SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING; AND, A PERMANENT GROUND COVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT. /CALL NC ONE CALL\ BEFORE YOU DIG STOP 1-800-632-4949 ,AVOID U nUTY DAMAGE PHONE# 1(800)632-4949 OCEAN KING CONDOMINIUMS STORMWATER FACILITIES y ` EAST TERMINAL BLVD. PARCEL G \ / Ai s I ( I � \ W ll 'dill l ! I !� I a I ' E{� , W V I!f I I � — I L------- -O1'= EAST ATLANTIC BLVD _ ! SWAY —_---- L==----—`'------------------^------------------------------------ T 7_777 - � A" F ATL. ►NTIC BLVD. ONE PARCE E �I I ! f I 1 I _ _ EAST BOARDWALK _DR _ - f f ! I I I I ! lI I I I I I I I I ATLANTIC BEACH, NORTH CAROLINA SEPTEMBER 187 2012 CAPITAL BANK 333 FAYETTEVILLE STREET, SUITE 700 RALEIGH, NC 27619 v NfIM4&C REED �2807 Neuse Boulevard Bldg 5 New Bern, North Carolina 28562 Phone: (252) 633-5899, Fax: (252) 633-6551 SHEET INDEX SHEET FILE N 0. NO. 1 G— 001 2 CS-101 3 CC-101 4 CG-101a 5 CC-102 t ,r <Z SEAL r ;7:p022574 Xc4fiotzoof DESCRIPTION COVER EXISTING FEATURES — PARCELS A—D, E, & G PARCELS A—D — DRAINAGE AREA 1 UNDER POOL INFILTRATION SYSTEM DETAIL PARCEL E & G — DRAINAGE AREA 2 & 3 �a x r' R e ? i GENERAL PLAN. OCEAN KING CONDOMINIUMS STORMWATER FACILITIES FINAL DRAWINGS SEPTEMBER 18, 2012 www.mckimcreed.com LEGEND: LINEWORK DESCRIPTION EXISTING NEW STANDARD DESCRIPTION EXISTING PROPOSED IPF 0 IRON PIPE FOUND IRF 0 IRON ROD FOUND TREELINE IPS • IRON PIPE SET O NON MONUMENTED POINT PROPERTY LINE - --- _ _ PKF 0 PK NAIL FOUND AR/W RIGHT of WAY EASEMENT — -- - { - El CONCRETE MONUMENT SET CONTOUR LINE - -- - 5 ® CALCULATED POINT (NOT SET) EDGE OF PAVEMENT - - - - - - NLO EXISTING SURVEY NAIL WATER LINE -_...__ _ W E-XO EXISTING SCRIBE MARK EIPO EXISTING IRON PIPE SANITARY SEWER EIR ® EXISTING IRON ROD NRB® NEW REBAR (SET) STORM DRAIN ® TREE GRATE ❑o DONSUT COLLECTOON SYSTEM [---- WATER METER/SERVICE ID wM WM Y FIRE HYDRANT IRRIGATION VALVE/BOX o IRV 01RV TELEPHONE PEDESTAL TP❑ .--CABLE TV. PEDESTAL ELECTRICAL TRANSFORMER AREAS ELECTRIC PEDISTAL ❑ PROPOSED T STORM DRAIN MAN HOLE ® ®SDMH CONCRETE SIDEWALK - ' TELEPHONE MAN HOLE O SEWER MAN HOLE 0 0SSMH PROPOSED PLANTED/ IRRIGATION AREA GAS MAN HOLE GAS METER PROPSED SEWER CLEAN OUT ® C�-- STORMWATER FACILITY CATCH BASIN wi im CURB INLET F19 SPOT ELEVATION + 36.80 SIGN (ANY TYPE)�- LP LIGHT POLE 0 POWER POLE r(l) LANDSCAPE AREA LEA ujilDwo — — ill / At 24" CLNG / It AND OUT" ix—x`---'- I--W - W- ( �w --_� --W--- 6..—W_ — — — — -----, yS4y I iol,y 4 ASPHALTTWEIM (EL 9} LAWSCAPE y--.,....T.--. ---_ QPIAYEL (Lz n) l I 1 4 1l E- .lai �" ate,• adNORM "E„�6Ba.�� '2 '27"E 39.90' yyi I I WMaBRwo ,eu - - -- - _ �M K o, Kom y I y 1y yl I ` , / Icy /COPE CED °R"ss III P� I } 41 J T wow iy art. LAIC nJ acx U1 u' W J oc� ILMONITonw6 WELL ®�WR6W a J _ OMM LIM FDOCE . Y MAP i.",OK , v,t:�+_ ea j al} y WKNIIGWELL K I ly�. �n / 'llyl ' So1 A UN / `{ EI T I 4��i I / �ly ySrT 8•�"42"W 1 _j j i lY �P ERE ) MADING LINE Hr S sa, 2- -L J III +` ' I ; El - �J I / I ! , I I ill f _ # 1 (o I ' 1° K ! I I I w I i I0 SG'c:'t1Nh l0 ' AND ORAYEL I ATLR TIC REACH .i . I I I i uAP ac-;K-, rnc-L a�a I; , � ^ I SURVEY REFERENCES r - I dd{[ WALL I ] itF OFO �aiu- ! I ti I 1 yy sow -um �� I EiEYA710N"7.1r n f - _._ I — I O= UTIGTY \ I � Ul � — � �_ (iL�1r— W — W -- W —-- — W - — � _ _- OUILD�- I r - -- - -- -! �] BN,•.7.3� ItlY1-p,6 CS d1i NAY M I I //'•--- ` I � ASPHALT � I Tz _ - - - - - - ------------d46 1�224" •26'06-E 130.9 _ TsI 8' -- -- Ca p ZA 1` / / / / I I L/A (n r- C EXIST. 2-STORY EXI OD _. -� -fW - - W -� W� -/yV-! -- I -�W_4 -/� y(�- / / / / �A1_ I ^��P PA CONCRETE BLOCK NaM,as�ic j--oas,wa W - IN - - BUILDING *aL eLxowa I —SS — — S—ASPWALr- r — — \°c \ / �� E FFE=8.51' ce — .r — I w1w-s.3e as - I 1 S 55 - -, SS - - �, ROOF PEAK o ` - - ` wv'� I I r �W1Bywz7r r1'1�.�1 ELEV.=26.2' ni -L \ I { r 1w EwsTIaG ID BUILDING \ / �l •y C + I l � -t - \--\ \ La^ RCP CMU \� k h.�' rt o repgtaa nnr#� i E- r -------- �— _w-- I � I p ' PAF I (0. !,) I PAMONG LOT ASPHALTBIY S31 I {n N A I 111 — unift g P.M$ OF ATLANTIC REACH B _ I IDEED BOOK 13y 1SAGE 180 37510 9_ ( l i BLDG.- lL211 CA- SVSAC LJNE I I I N FFE=7.98' --r- — — _ — — - - FZ0' CAMA SETBACK IJIN ROOF A1lE -I-I- - - � _ - , � - � {n PEAK ELEV.-21.9' I I I l , NALK I ASE BA5 PARCEL OWNER DEED BOOK PAGE TAX PIN PARCEL AREA A STEPHAN C. GOULD 984 433 6375 16 92 5778 883 SG. FT. B CAMERON, WEBB, & COOPER 1178 282 6375 16 92 5775 1,299 SG FT. C CAMERON, WEBB, & COOPER 1151 52 6375 16 92 6619 15,356 SC, FT. D OCEAN KING, LLC 1171 42 6375 16 92 7700 16,117 SQ, ;T. E CAMERON, WEBB &COOPER 1178 282 6375 16 92-88421 10,673 SC. FT, G I CAMERON, WEBB, & COOPER 1 1178 282 fi375 16 92 8140 16,073 SC. FT. CONCRETE 800K 147, PAEN218 PARCEL ' VAC Pi ! I / n o TR P l VAC PAD x 21 P1ANWOLRO AREA I I p 0 III( L N — _ 60' cANA sErBALx LINE I°.M i I 60 C A7' AM LI iI ;r 1 5T. STUCCO F II BLDG, I' I I FFI 8.70' I I i I I 1 I I I ROOF PEAV I ELEV.=35.3 • U U U I f I l I I ----------------------- ---- I I --- A a L 4 L 4 L A Woad wmx %^ VAucY B"OOWM1rE WALL �, 1L IN t2 24 W 109, METERS n 142�1T�. PO�gE PARCEL D ELEVATED CONCRETE SLAB CONCRETE 7 -U L ASPHAL I y ! 1'•1" 63751 93 P62 21L 3' rw,owNa WUL PARKIN + Y — �! WOOD LL El z I --6_17" , I VEGETATED 1 I AREA IP I n 40.01 2. ASPHALT vMow -- WJLMG�B °� 120' CAMA a a � I TERESA R SALLE I ' I I ATF.ANT,' OAfR BEACH N.C.G.S. MONJJM 1 YR. d YRS. HERB COJiEY ANCHORAGE sa,crf oxE i ATI.AN'PI BEACH BL f' MAeoGK I, PAGE e6 i I i I I I a 1 ACK LINE I3 NAP BGGK PACE 9111Y m Ns 353 400.428 RO�NOM A PAGE 6n E=2,68 ,175.226 N88'12'S2'E 5,774.25' "713 16 2 7567 ! I .—W_7pa 160' CAMA SETBACK LINE 1 I 71T P 01 m. I Z 4y4 l OFE� SI ML BL6. 1, va• yAM MM � 'BOARDWALK OWNED BY - - • •• ' •-"•• , . - .�. CAMA ��rZ _-1— - -.... - r�r.r.,.r TOWN OF ATLANTIC B € r .B .823.145' CA" LINE SAND / DUNE (EL 14) PROPERTY OF 'PROPERTY OF \ OF AILANTIC BEACH" OCEAN KmG, LLC" (EL 11) TCP OF MAE . NO ,Y OF Of NMR4 El I4) STATE OF IIN GARDENIA' {{ L � 0 •• Si"0 r ,, SEAL r ;` 022574 v 4e�MFIOM&=D 243 North Front Street Wilmington, North Carolina 28401 Phone: (910)343-1048, Fax: (910)251-8282 License: F-1222 www.mckimcreed.eom CAPITAL BANK 333 FAYETTEVILLE STREET, SUITE 700 RALEIGH, NC 27619 DOOM BUNAwG N.C.G.S. MONUMENT TRIPLE' N- 353,580.333' E-2,687,946.668' OCEAN KING CONDOMINIMUMS BUILDING AND PARKING FACILITIES ATLANTIC BEACH, NORTH CAROLINA EXI SI TI N G FEATURES PARCELS "A— D", "E" & "G" EXISTING IMPERVIOUS AREA SUMMARY OWNER/DEVELOPER: CAPITAL BANK 333 FAYETTEVILLE STREET, SUITE 700 RALEIGH, NORTH CAROLINA 27619 EXISTING AREAS: Lsd PARCEL A-D AREA- 33,655 IMPERVIOUS PARCEL E 26,097 10,673 IMPERVIOUS PARCEL G 9,430 16,073 IMPERVIOUS 274 TOTAL IMPERVIOUS AREA 35.801 EXISTING IMPERVIOUS % 59.3% SITE NOTES: OMERI CAPITAL BANK 333 FAYETTEVILLE STREET, SUITE 700 RALEIGH, NORTH CAROLINA 27619 * CLINE DESIGN ASSOCIATES 272 N. FRONT ST. STE 500 WILMINTON, NC 28401 (910) 254-0222 (o) CONTACT -MR. KENT HARMON. AIA * SURVEY BY: STEWART ENGINEERING, INC. 201 N. FRONT ST, STE 103 WILMINTON, NC 28401 (910) 796--0145 (o) CONTACT: MR. JOHN JENKINS III, P.E. * ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE NOTED. SCALE FACTOR=.9999187 * THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A CERTIFIED TITLE REPORT. THE SUBJECT PARCELS ARE SUBJECT TO ANY APPLICABLE EASEMENTS, RIGHTS OF WAY, RESTRICTIONS, AND RESTRICTIVE COVENANTS OF RECORD. * ALL SANITARY SEWER MAINS SHOWN ON THE DRAWING ARE FROM MANHOLE LOCATION ONLY. MANHOLES ARE BOLTED CLOSED AND INACCESSABLE. SEWER MAINS ARE LIKELY TO BE "DRY LINES" AS NO MUNICIPAL SEWAGE TREATMENT EXISTS. * THE AREA SHOWN AS "EXCEPTION PER DEED BOOK 1171, PAGE 42" AT THE NORTH EASTERN CORNER OF PARCEL D'CAN NOT BE PRECISELY LOCATED FROM THE DESCRIPTION PROVIDED. AS SHOWN GRAPHICALLY ON THIS PLAT, THIS AREA REPRESENTS APPROXIMATELY 215 SQUARE FEET. * ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988. * THERE ARE NO WETLANDS ON PROJECT SITE. k f 912 40' 0 40' 80' 6 9 SCALE: 1"=40' (Horiz.) DATE: 09/18/2012 MICE PROD. # 04528-0002 DRAWN OTHERS DESIGNED OTHERS CHECKED RMC PROJ. MGR. RMC SCALE M&C FILE NUMBER cS101 HORIZONTAL: DRAIMNG NUMBER 1 "=40, VERTICAL: 2 STATUS: Final Design REVISION .For Review Purposes Only ........... TEMPORARY SEEDING SCHEDULE __ _ _ ;!1�.: ° �.�Lil.,r_�5._.? �__.: .y::.:r�-s �� i _ _ .. . _ . _. _ '� �. �.;..: •r :.+;'`�:.:'Z R t;E �I�.I:_ii_l:5': _� -°� ._i-i_ .. .. TABLE. 6.10A Seeding mixture Species Rate Rye (grain) 120 Ibs/acre Annual lespedeza (Kobe in Piedmont and Coastal Plain, 50 Ibs/acre Korean in Mountains) Omit annual lespedeza when diuration of temporary cover is not to extend beyond June. SEEDING DATES Mountains -Above 2500 ft: Feb 15-May 15 Below 250.0 ft: Feb 1 - May 1 Piedmon t - Jan 1 - May 1 Coastal Plain - Dec i - April 15 SOIL AMENDMENTS Follow recommendations of soil tests or apply 2,000 Ib/acre ground agricultural limestone snd 750 Ib//acre 10-10-10 fertilizer. MULCH Apply 4,000 Ib/acre straw. Anchor straw by tocking with asphalt, netting, or a mulch anchoring tool. A disk with blades set nearly straight can be used as a mulch anchoring tool. MAINTENANCE Refertilize if growth is not fully adequate. Reseed, refertilize and mulch immediately following erosion or other damage. TABLE.* 6.106 Seeding mixture Sped es Rate German Millet 40 Ibs/acre In the piedmont and mountains, a small -stemmed sudangross may be substituted at a rate of 50 Ib/acre. SEEDING DATES Mountains - May 15 - Aug. 15 Piedmont - May 1 -- Aug. 15 Coastal Plain - Apr. 15 - Aug. 15 SOIL AMENDMENTS Follow recommendations of soil tests or apply 2,000 Ib/acre ground agricultural limestone snd 750 IbIlacre 10-10-10 fertilizer, MULCH Apply 4,000 Ib/acre straw. Anchor straw by tacking with asphalt, netting, or a mulch anchoring tool. A disk with blades set nearly straight can be used as a mulch anchoring tool. MAINTENANCE Refertilize if growth is not fully adequate. Reseed, refertilize and mulch immediately following erosion or other damage. PERMANENT SEEDING SCHEDULE Poorly drained soils with good moisture retention, Low maintenance SEEDING MIXTURE RATE (ib/acre) Species: Tol) fescue 80 Pensacola Bahiogross 50 Sericea lespedeza 30 Kobe lespedeza 10 SEEDING NOTES 1. From Sept. 1 - Mar. 1, use unscorified sericea seed. 2. On poorly drained sites, omit sericea and increase Kobe to 30 Ib/acre. J. Where a neat appearance is desired, omit sericea and increase Kobe to 40 ib/acre NURSE PLANTS Between Apr. 15 and Aug. 15, add 10 lb/acre German Millet or 15 Ib/acre Sudongross. Prior to May 1 or after Aug. 15, add 25 Ib/acre rye (grain). SEEDING DATES Best: Possible: Early Feb. 15 - Mar. 20 Feb. 15 - Apr. 30 Sprin g: Sept. 1 - Sep t. 30 Sept. 1 - Oct. 31 ' Fall: SOIL AMENDMENTS Apply lime and fertilizer according to soil tests, or apply 3,000-5,000 ib/ocre ground agriculture limestone (use the lower rate on sandy soils) and 1,000 Ib/acre 10-10-10 fertilizer. MULCH Apply 4,000 ib/acre grain straw or equivalent cover of another suitable mulch. Anchor straw by tacking with asphalt, netting, roving or by crimping with a mulch anchoring tool. A disk with blades set nearly straight can be used as a mulch anchoring tool. MAINTENANCE If growth is less than fully adequate, refertilize in the second year, according to soil tests or top dress with 500 Ib/acre 10-10-10 fertilizer. Mow as needed when sericea is omitted from the mixture. reseed, fertilize, and mulch damaged areas immediately. Table 6.11p AnMW eau ewAW , W ROM -OF -WAY vyyp � r T� PROPOSED IMPERVIOUS AREA SUMMARY OWNER/DEVELOPER: CAPITAL BANK 333 FAYETTEVILLE STREET, SUITE 700 RALEIGH, NORTH CAROLINA 27619 IMPERVIOUS AREAS: C& PARCEL A-D AREA: (33,655 sf BUILDINGS (entire footprint) 19,630 SIDEWALKS/WALKWAYS 780 POOL DECK 1,303 TOTAL PARCEL A-G 21,713 - PARCEL E (10,673 sf) PAVEMENT 7,918 TOTAL PARCEL E 7,918 PARCEL G (16,073 sf) BUILDINGS 1,659 SIDEWALK (EXISTING) 274 OTHER ON -SITE 500 TOTAL PARCEL G 2.433 TOTAL IMPERVIOUS AREA 32,064 TOTAL PROJECT AREA 60,401 PROJECT IMPERVIOUS % 53.1% NOTE: ALL PARKING IS UNDER ROOF LINE ON PARCEL A-D. fil SEAL - 022574 - _ �.� � • •mot : , �s:r°•rs+ _ W - _.. ,lti _ -. - �- W- -� -- W_ - -\ LI �� J r � �/ i / / / / % / / r r� . %/ .J Y W--Ju11-_ W �- W� 8--w LW _�_- 1`��_^� ��I 4 ATLANTIC BOULEVARD Wes_ ' —ss E> ST CB -I — -SS — — —s; _ - — 5' RIGHT—OF—WAY +� o , SS - AS(AtT- -SS - --SS _� - \0�� O \\ I RIM=6.30' f sS - -- SS - - `- e+ PROPOSED �n RIM=6.3fi I 1'3CiST SDMH >5 V p ,EXIST amH ' N C NV.=3.01'- - - - INV.=2.95' I i I RIM=6.49' t` <IL IM F; 72' _ I \ �� NV.=2.72'L{ CATI0N OF QO" f - w _ - _ \ \ ! i� V.=2.87'� 8 SIDEWALK P4 Y CB ....' _ `".. X`_ "'_='..e�f5" �CF� ' �_ _-r ,-,�1 R C \ \ \ _1. X ---� C --- „_..- 15" RCP 5 BRICK SIDEWALK OF f EARTW i 25' L/A EXIS U NG PARKiN� � \ o -- X X SIDE ALK BC_BC - w= .L — , �- -- — —_� 25 -- --- o -.- C-BC , I -- - �: PROPOSED �o o SIDEWALK ': j - o d. PR0P4S�b _ w ° SIDEWALK -- - - 0 SETBACK TO - EXIST 01 , i T L* - 14 STORY - - I PROPERTY LINE 1 / . RIM=-6.71' i HIGH RI ASPHALT INV.=3.31'__t---1~DI i I J STRUCTURE - -` - - r, PARKING LOT 1 I r I TOI T� REM tVED \ i TT I IU STAIRWELL L - - — RfM=16.89' I r I LOBBY & INV.=3.19' \ ELEVATORS I-- .�...- - -I I 3 r r r r i f i r I- - I I _ RECI�i3dAED L I STAIRWELL , ,g�-#rs - - ELECTRIC I l i- ¢& r r I !f'f ilTr ffr j Wt STORAGE � - H/H i j i Ism HIIIIIIIJI I TANK 1 Ii cn (- — - GROUND LEVEL I rill i iTi i n I i ion i PARKING TYP. J �rrrrrrrii� �l \ I � � I i--` - � IWO0-D -111 I j m I- -_ , - _ _ 0' SETBACK TO 0 Elf - - l1 I- — — - - _ / HIGH RISE BUILDING PROPERTY LINE III // RAMP DN ! BALC64Yf-LIMjT , __I II ~' -24" CUi L]f1WNSP0UT FROM EQ TANK / / HIGH RISE BUILDING I H AND GUTTER BALCONY TO CONNECT' - ` - - - BE�O €�Apd I I ji i I TO DOWNSPOUT RAMP UPr- LIMIT -OVERHEAD - - - - I EXISTING WOOD RETAINING WALL 120 C A M A SETBACK L1(N E i i I L---COLLECTION SYSTEM - -- j j- 1 -- f JJ L- -- - _._.----.-� I F i I r~ DRAINAGE SYSTEM i WM II AREA I TO DR ,AIN TO -- _ I R gWM � � w � I � - � I EAR{ DECK FOR 2-S70R�C0ND0S UNDER POOL INFILTRATION BASIN - r I �T -AT aST FLOOR ONLY - - WOOD i WALK UNDER POOL 1 -� - -� INFILTRATION A D0WNSP0U711 - , - S ZZ:_� I i \ BASIN R M0� COLLECTION SYSTEM I / DI 5' SIDE (SEE DETAIL SHEET 4) i I - - IELEVA TW ELEVATED TW _ _ I [� II # SETBACK EXIST 1 STORY DUPLE STORY DUPLEX - i RIM='7. i kLk CONDOMINIUMS OWNSPOUT FROM 1 INV- - ---- -- . 4 �g, i� ~ ^ - - - - is BALCONY TO CONNECT: PAD i PARKING DOWNSPOU TYP - j ( ) FOR DUPLEX i i TO DOWNSPOUT PLAYGROUND AREA 4 I GAZEEBO j II i �� L_ - ^ - _I, - ` CONDOMINIUMS - j` I COLLECTION SYSTEM [� L I�i PLANTED/ .� _ i- " - EXISTING 60' CAMAS JET j �� \IRRIGATED `� ' "� — .- .�- l 3 STORY AREA TYP. PLANTED/ ��\�: \` �, �`• \ ` WOOD BUILDING ACK LINE di: ,- ��, IRRIGATED AREA TYP. i!- it PROPERTY I WOOD ACCESS FENCE ! WALKWAY 0' SETBACK TO I (2) 10' x 10' PROPERTY LINE 14 i o i llr I GAZEBOS 0 r �i I I SAND - - - - - - - � i r I I PROPERTY DUNE r i i i FENCE i t �r r 24" VALLEYL_- 8"CONCRETE WALL GUTTER-� "BOARDWALK OWNED BY: BEACH ACCESS TOWN OF ATLANTIC BEACH" FIRST LINE OF ---_--��_- —_-_STABLE VEGETATION - - -- NOTES: 1. UPON STABILIZATION OF THE SITE, INSPECT THE INFILTRATION BASIN FOR SEDIMENT AND REMOVE AS NECCESSARY. 2. DRAINAGE EASEMENT TO BE PLACED OVER INFILTRATION AREAS. v vNFIOM&CD 243 North Front Street Wilmington, North Carolina 28401 Phone: (910)343-1048, Fax: (910)251-8282 License: F-1222 www.mckimcreed.com CAPITAL BANK 333 FAYETTEVILLE STREET, SUITE 700 RALEIGH, NC 27619 "PROPERTY OF TOWN OF ATLANTIC BEACH" "PROPERTY OF STATE OF NORTH CAROLINA" ATLANTIC OCEAN SAND DUNE Z w w.. MX ir "PROPERTY OF a OCEAN KING, LLC"1. z6 0 N S X -H OCEAN KING CONDOMINIMUMS BUILDING AND PARKING FACILITIES ATLANTIC BEACH, NORTH CAROLINA PARCELS A-D DRAINAGE AREA 1 STORM WATER FACILITIES 21- - a,,y qv 20' 0 20' 40' SCALE: 1 "=20' (Hariz.) DATE: 09/18/2012 MICE PROJ. # 04528-0002 DRAWN OTHERS DESIGNED OTHERS CHECKED RMC PROJ. MGR. RMC SCALE HORIZONTAL: 1 "=20' VERTICAL: M&C FILE NUMBER CG101 DRAWING NUMBER 3 STATUS: Final Design RE1 SON For Review Purposes 0n1v - - --_ 1. �J !'i .. . - � _ : �., '�� L• , � �. � r. .+ �. 42" RAIL AROUND POOL DECK REINFORCED CONCRETE POOL DECK I TOP DECK 0 - ELEV. =19.6 - 2' X 2' CAST IN PLACE CONCRETE. DIRECTLY OVER PILES, _..___... .. BOTTOM OF POOL - - ELEV. =12.67 TOP OF BA 2a EXTERIOR GRADE ELEV.=9.00 1 X/�' SAND FINISH GRADE 1 LEVEL ELEV. =& 0 - 00, F111l;,IiI SHWL= 3.42 EXTERIOR GRADE BEAMS 2' WIDE X 5' TALL INTERIOR GRADE BEAMS 2 WIDE X 3 TALL TOP ® BOTTOM OF BASIN ELEV. INTERNAL GRADE BEAM 2' WIDE X 3' TALL RUNS KID TH OF POOL EXTERNAL GRADE BEAM 2' KIDE X 5' TALL 2' X 2' SUPPORT COLUMNS SET ON TOP GRADE BEAM EXTERIOR GRADE BEAM TOP ELEV. = 9.00 WEIR ELEV = 8.6 0.0 DOWWSPOUT COLLECTION I I SYSTEM TO UNDER POOL I APPROX LOCATION OF INFIL TRA TION BASIN I 2-STORY CONDOMINIUM SURFACE COLLECTIONS TEM I AROUND PERIMETER OF POOL DECK , I FOR RUN-OFF CONF7ROL TO EMPTY ON SPLASH PAD BELOW I I -2, 2' X 7 COLUMNS I COLUMNS I SET ON TOP GRADE BEAMS �0 II DOWNSPOUT HEADEi FROM COLLEC 170N I11'ZIII Iv: i I / :Mil 1, 7111= 11' SAND rr-1 ice. r=rr t— rr- rr— �I Ill �i �}jl—tiF —E11 !•I --- I SECTION A HOM ecAZ r-V VM. SCALB r-6 SCALE: rwV I 4'X4' SPLASH PAD/LEVEL wil I I Imo' 4" REINFORCED CONC. I—III—IIIIW/ 2' WIDE X 12" LAYER �-CLASS "A" RIPRAP & FIL TER CLOTH UNDISTURBED EARTH EXTERNAL GRADE _ 42" RAIL AROUND POOL DECK (SHOWN FOR DISPLAY PURPOSES ONL Y) REINFORCED CONCRETE POOL DECK 15.0 ELEV. =19.6 2' X 2' CAST IN PLACE CONCRETE COLUMNS DIRECTLY OVER PILES, HINGED LOUVERED ACCESS PANELS5 ' 0 TO PROVIDE AIR FLOW - (ALL SIDES EXCEPT NORTH) TOP OF WEIR 7 0. 0 — al li it � I' EL - 11 I AP F TTOM I I OF HINPEP LOUVER I ( 1 I 5.0 I I TO TO F WEIR L J J J -- SHWL=3.42 -- L� UNDER POOL INFILTRATION SYSTEM DETAIL 7 SEAL 022574700 — r v vNFM & CTXM 243 North Front Street Wilmington, North Carolina 28401 Phone: (910)343-1048, Fax: (910)251-8282 Ucense: F-1222 WWW.mckimcreed.com CA PI TAI, BANK 333 FAYETTEVILLE STREET, SUITE 700 RALEIGH, NC 27619 ELEVATION HOM SCA E- r-'U VMr. SCALE- r-s OCEAN KING CONDOMINIMUMS BUILDING AND PARKING FACILITIES ATLANTIC BEACH, NORTH CAR OLI N A PARCEL A--D UNDER POOL INFILTRATION SYSTEM DETAIL EXTERNAL GRADE BEAM 2 WIDE X 5 TALL INTERNAL GRADE BEAMS , SEA• -,7 2012 } 160 HY - DATE: 09/18/2012 MCE PROD. # 04528-0002 DRAWN OTHERS DESIGNED OTHERS CHECKED RMC PROD. MGR. RMC _ SCALE M&C FILE NUMBER i CG101a HORIZONTAL: DRAWING NUMBER 1'=10' VERTICAL: 4. I ATUS: RENSIDN � Final Design or Review Pur oses Onl yWi '71 F 1tTT- �• - •� f r L. 1 Y y � 1. 1� r.i:L. `. �S;' . �• .. , r .. ... . . ... .. ... .. ... . . � �: �� • 'I1 i�•l .'�.� v ! y�+ t � �., li .;tf',T- .J ,.j.` :.--�.';. r..• •t t', r� S'til '+:T41• •• .��. -.-- r. .r:J I!. l.4 }y :�..i�f il1,1 •&}I5'.� i.�� s •! ,+;�.. +.r'!r;, ,r , r , 'f .i !'i {r�i• .. '.r' 'y. .: i u•. r..a 1T►rArY+lp _�4x f�CC75•t r' �y 1'{ J,t;�T.. P6 r",�l 0 TRAFFIC RATED SOLID LID 0 P1 PLAN TRAFFIC RA TED SOLID LID PIPE IN (P6 INV ELEV.=6.2t BOTTOM ELEV.=3. COLLEC77ON CHAMBER SAND/COARSE SEDIMENT TRAP SECTION SPLn7ER BOX 0I2) nor to SLAW NO TES: 1. PIPE TO INFIL IRA 770N TRENCH SHALL BE PLUGGED AT SPLITTER BOX UNTIL ALL UPSTREAM AREAS ARE STABILIZED. 2. INSPECT AND REMOVE ANY SAND/SEDIMENT ACCUMULATED IN SPLI TIER BOX. 3. DRAINAGE EASEMENT TO BE PLACED OVER INFIL TRA 77ON AREAS. BACK OF CURB X DOUBLE BASIN 4? - - Y 1-.. CENTER SUPPORT BEAM LX 31.25 JB 1 6,25 II WASHED STONE CLI �■ -1RR�F�C RATED -� :-= .��/� I v ■ ■ ■ 24 ■ I ■ ■ ■ ■ STORM SEWER EDGE OF I a ■ ■ ■ ■ PRECAST CONC, TRENCH MANHOLE (SDMH) SPLI TTER N (SEE JUNC77ON BOX BOX (D12)� I ■ ■ ■ ■ BELOW) ■.i■■�.■■ .�.. 52 1--7RAFFIC RA TED P ■ GRA TE ■ ■ ■ FINISHED A T GRADE ■ ELEV A ■ ■ ■ ■JA WEIR ELEV. = 7.67 INFIL IRA 77ON TRENCH NV L V.= 6.25 TEMPORARY PLUG FIN GRD=8.5 8.33 7.67 5.51 5.84 FRAME, GRATE AND - HOOD DEWEY BROTH MODEL OR EQUAL fY J 12" 3" !� 6„ 6. r� 2' MIN. -- -� ■ ■ ■ ■ 12" SOLID PIPE EOP BOC END -OF -LINE PLAN -. CLEAN -OUT CAPPED SCAMT-V-W 12" CORR. W/ BOX & CONC. ca cz COLLAR (typ) W W PERF. PIPE SECTION A INFILTRATION TRENCH DETAIL Mar lb •CALF TOP ELEVATION DOUBLE BASIN ONLY PLAN I I \-SEE NOTES TOP vAT1oN SECTION X-X 6„ 8„ 6„ GENERA NOTES: L 1. PROVIDE ALL CATCH BASINS OVER S-6" IN DEPTH WITH STEPS 12" ON CENTER. USE STEPS - - - w� WHICH COMPLY WITH NCDOT STD. 6" 6" w,`--' H 2. OPTIONAL CONSTRUCTION - MONOLITHIC POUR, A A 2" KEYWAY, OR #4 BAR DOWELS AT 12" CENTERS D AS DIRECTED BY THE ENGINEER. •t FORMS FOR CONSTRUCTION OF THE I 3. USE FO S 0 THE CO STRUCTI BOTTOM SLAB. DOUBLE BASIN 4. IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB PER NCDOT SECTION Y-Y STD. 5. USE TYPE "E" GRATE UNLESS OTHERWISE INDICATED. 6 6. FOR V-0" IN HEIGHT OR LESS USE 6" WALLS #4 BARS "V" 6 , AND BOTTOM SLAB. OVER 8'-0" TO 16'-0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST @ EQUAL SPACES �1" 1 QUANTITIES ACCORDINGLY, 3" I 1 �V) 7. CONSTRUCT WITH PIPE CROWNS MATCHING. 8. CHAMFER ALL EXPOSED CORNERS 1". a Q 9. DRAWING NOT TO SCALE. R 3, (n Cn RII „U) � #8 „W„ BARS L Q _j FJ ¢ J F 6" m ? m ? #4 BARS "V" 4 BAR � CY 0 EQUAL SPACE 12" ® ® �6 S T #4 BARS "U" 1'.. 6" PLAN OF SECTION S-S SECTION R-R DOWELL TOP SLAB DIMENSIONS AND QUANTITIES FOR CATCH BASIN (BASED ON MIN. HEIGHT, H) DIMENSIONS OF BOX & PIPE CUBIC YARDS CONC. IN BOX DEDUCTIONS FOR ONE PIPE PIPE SPAN WIDTH MIN. HEIGHT D A B H BOTTOM SLAB WALL PER FT. HT. e �"' 4C C.M. R.C. 12" S-0" 2'-0' 2'-0" 0.222 0,222 0.592 0.015 0.026 15" 2'- 3" 0,648 0.023 0.036 'a" 2'-6" 0.703 0.033 0.049 24" 3'-0" 0.814 0.059 0.085 30" 3'-0" 2'-0" 3'- 6 0.222 1 0.222 0.925 0.092 0.127 STANDARD CURB INLET Pw TO 80" STANDARD STEPS 16' ON CENTER UP TO 20' 5" BRICK AND MORTAR INVERT 12" STANDARD MANHOLE RING AND COVER TOP DESIGNED FOR HS-20 LOADING 48" LID. MAY BE FLAT OR MIN. ECCENTRIC CONE PLASTIC CEMENT PUTTY OR BUTYL RUBBER JOINTS I+- 6" MIN. 6" THICK WASHED STONE BEDDING FLAT TOP DETAIL (� 1 58" JUNCTION BOX / STORM SEWER PRECAST CONCRETE MANHOLE Marro erxt SEAL SFAL (225r4 COMPACT20' ASPHALT . STONE (15) NATURAL _4w SAND LAYER (NATURAL SOIL OK) HEAVY GA. STORM SEWER PIPE DATA PIPE # Length T Clas Type/Class SIZE INVERT Slope ( ) From To P1 21 LF RCPflII 15" 9.00 7.10 9.05 CB1 DI1 P2 75 LF RCP/111 15" 7.00 6.43 0.76 D11 JB3 P3 30 LF RCPli1I 15" 6.33 6.26 0.30 JB3 0I2 P4 40 LF RCP/111 15" 3.53 2.99 1.35 DI2 C132 P5 25 LF RCPllli 15" 2.89 2.82 0.30 1CB2 EXIST SDMH GRATE PER TOWN STAN OR USE STD. 1 /2" PLASTER 8' MINIMUM; OVER 8' DEEP, 12" MINIMUM UP TO 6' FROM TOP OF CURB. 3000 PSI CONCRETE STORM SEWER STRUCTURE DATA CB # SIZE TOP ELEV. `* DEPTH CB #1 3X2 14.00 7.00 CB #2 3X2 7.00 4.11 DI #1 3X2 12.00 5.50 DI #2 6X3 * 8.50 4.87 JB #1 3X2 7.85 4.02 SDMH 4X4 9.50 4.60 " NOTE: SPLITTEK BOX (SEE DETAIL) - 2'- 0"_ r 1) FOR 24" RCP LARGER USE l PIPE DIAMETER PLUS 12" FOR .• • . •,• - MINIMUM INSIDE DIMENSION. •• • • • 1 - • h • • 2} 24" X 24" CASTING WITH 12", ►�-4'-4"15' & 18" PIPE, 24" X 36" CASTING USED WITH 24" PIPE OR LARGER. IF PLACED WITHIN PUBLIC R/W CASTING MUST BE TRAFFIC BEARING TYPE PER NCDOT STANDARDS. 3) USE 4" X 4' X 8" OR 4' X 8' X 16" SOLID CONCRETE BLOCK. CAST c IN PLACE OR PRECAST CONCRETE TO M MEET N.C.D.O.T. STANDARDS ACCEPTABLE. STANDARD DROP INL vNxK11N4&cx= 243 North Front Street Wilmington, North Carolina 28401 Phone: (910)343-1048, Fax: (910)251-8282 License: F-1222 www.mckimcreed.com \ J - w- - - w- - - w- _ w W_ W_ - - w__. �- w-- -- - � I - -----------------------L�-_--- EAST TERMINAL BOULEVARD +yll 1 50 RIGHT -OF --WAY yI� ASPHALT LANDSCAPE s`� l TIMBERS y- - - - - - - - - - - - 3 _ SS- - - SSGR SIGN SIGN si"clN ! DRAVE L z �' /�/' %�`, ;�/= %�"�,... ;,-�, .,.,_ rn /f/ / MBR 4l} BUILDING y y 1 / / r- r , ,, ," EXISTING LAI O ><1} f1,634 SF �:�� / % /;�� / /� / BUILDING PARCEL Lj Ln ', }lip ,11'} �''S,l'/, "� ; � ,;/ ''' �.// /;�' ,� ,/ ,! � ,'•i � I F E :*8LAN7ED/ , ; NvQE f }� yy�,� �' i �` "//: %// //r' �i i / -"'� •/�;�; . �;ijRRlf �/,4�ED' i, / �, %� � i 2.0' OVER UNE HEREEXISTiNG BUILDING PARCEL G 20' 2 40' SCALE: 1"=20' (Horiz.) WALL i � W ill LIB ', i0 00 III. WI ill w v0O �I I �w--�L 1_Iw- - -- w- - _ 1- - 1% - w -- L Q��------- -w- - -, - -_ -- ------ ' r w I EAST ATLANTIC BOULEVARD T ONE-WAY a RIMj=5.67' CB I INVi-3.1r\ 50' RI SPH LOF-WAY SDs---- SS -----Ss- fJ- /I PROPOSELOCATION RETAINING WALL " - - ` - i 11� IOF 5' SIDEWALK WITH GUARDRAILru / r WALK I I! I t ❑ i ---, �--- I ---Ill ! o ' �' / �, "P2.% ,%/� .%,%� •,,,�; � � LANTED/ JBl Dl1 L/AI RRIGATED Q ,..,- 7 SPA E5. O `p\v CBf EXISTING 3' WOODARA TYP./A RETAINING WALL Xv $� I INFlL TRA TION TRENCH 7 II i 4. 50 O�� 3 I I (SEE DETAIL THIS 14' 20 nr ' 7' PROPOSED I 40 1 SHEET) SDMH *PLAN- V.=82'.72'L CATION OF Q�. '� O IRRIGATED j EXISTING I I SIDEWALK 4 DI2 �Y; c4 AREA TYP. x I BUILDING PS P 3.3JySL F'E 00 W •a : roc I �_ 5' rR�t'fA F: }' :11.0.}, i BC PRQ�OsEIb, 9.5'!} f SIDWALE, lYP d' !/ _J V) -- - -7 PACES rn o i/i/ r� 1Q t^ `" *PLANTED/ IRRIGATED EXIST CB nn,'n , 1r. TO BE REMgVED \ * PLANTED/ 5' PARKING � �o• `� RIM=6.89' I I IRRIGATED SETBACK RETAINING WALL ! PARKING INV.=3.19' ` ` SSA \ AREA TYP. WITH GUARDRAIL Q i ` SETBACK 5' SETBACK IVpgp��ir 21.50 0- w -__ 0 SETBACK TO II o Q \ = EXISTING EAST - - -�-- - _ PROPERTY LINE RIGHT-OF-WAY „ - w_ _ _ w_ - BOARDWALK DRIVE ASPHALT 24 CU#� � , II AND GUTTER ~ - 14 ALLEY _ I� li �j --^--^ -�-- 3 II EXISTING WOOD �� / `-----T- --- --- -� II I RETAINING WALL 11 I 120' CAMA r EXISTING EXISTING SETBACK BUILDING f I BUILDING 12 0' CAMA SETBACK 2-STORYCONDOS e II I � � �-r-.. e �. --- , ]NLY I I PARCEL E 20' 0 20 f'? 40' SCALE: 1 "=20' (Horiz.) OCEAN KING1 LLC OCEAN KING CONDOMINIMUMS BUILDING AND PARKING FACILITIES ATLANTIC BEACH, NORTH CAROLINA PARCEL E & G DRAINAGE AREA 2 & 3 STORMWATER FACILITIES DATE: 09 18 2012 MCE PROD. # 04528-0002 DRAWN OTHERS DESIGNED OTHERS CHECKED RMC PROJ. MGR. RMC SCALE HORIZONTAL: 1'=20' VERTICAL: M&C FILE NUMBER CG1 02 DRAWNG NUMBER 5 rATUS: Final Design REVISWN 'or Review Purposes Only iI • - z 'i ` 7 T � +„ � r i `S,'t -• ^, -�'^ -•• .- 7 � � -' -- � r r. •r :-• --r.; "--r- T �1 I i�. , 1 ? ? r'. ,.. .,L� �., ♦ �, y 1 S�.i �a r1,. , l a, 1„s .�.'•r