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HomeMy WebLinkAboutSW8060609_APPROVED PLANS_20060717STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW8 UkD Ofo Oq DOC TYPE ❑ CURRENT PERMIT APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE e °`9 °111 YYYYMMDD I, CHARLES FRANCIS RI . PROFESSIONAL LAND SURVEYOR, DO HEREBY CERTIFY THAT I HAVE SURVEYED THE PROPERTY AS SHOWN HEREON IN ACCORDANCE WITH THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA. THAT THE RATIO OF PRECISION AS CALCULATED BY r LATITUDES AND DEPARTURES IS: 1:10.000+ THIS IS TO CERTIFY THAT THE SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE "VARIES" WHICH IS '?�I Z*� A SPECIAL FLOOD HAZARD AREA AS DETERMINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, AND THE NATIONAL I FLOOD INSURANCE PROGRAM. COMMUNITY PANEL NUMBER 370186 0004 E JANUARY 22, 1998 I I NOTES: R/W 1) EXISTING 20' UTILITY EASEMENT FOR TOWN OF SURF CITY I I I WATER & SEWER LIES WITHIN THE PRIVATE 30' R/W OF WALTER R. ATKINSON ROAD 2) ALL DRIVES ARE PERVIOUS MATERIAL, s 3) EACH LOT IS SUBJECT TO A 5' DRAINAGE & UTILITY EASEMENT ALONG THE FRONT OF THE LOT 4) LOCATION OF EXISTING TREES AS SHOWN CONC. 5) 5' CONCRETE WALK ALONG WESTERN SIDE OF STREET TO 8E 4" THICK SLOPE AS REODIRID WALK 6) PROPOSED WATER MAIN IS 6" AND TIED TO EXISTING 6" MAIN, TWO FIRE HYDRANTS PROPOSED AS SHOWN"""�-"•' SECTION AA 7) 404 WETLAND DELINEATION WAS APPROVED BY ROWNO 21 HILLY 1-1/21 U.S. ARMY CORPS OF ENGINEERS ON NOVEMBER 11, 2004 8) COASTAL WETLAND DELINEATION WAS APPROVED BY SYYNETRICA, CUL-DE-SAC L DIVISION OF COASTAL MANAGEMENT ON OCTOBER 12, 2004 NO CURB & GLITTER NOT TO SCALE �o h "v n0 �m 2 ve / 50.00' 12263 Sq. F S/� 9072 Sq. Ft. 60 L61 L62 L63 L6 •' 761. 3 • ''�' r/A .i_.ir7r aft,\kt e '0 ♦ s I1 v 1 ti�,gP •6 4w d. �rs�j 1 - � PROPOSED �.. 'DRI Pt)SF! I DWELLING no 1. 4 tv 1•r I__I r. _ ., r., +�r rlr.u.1A ..i. 3 L48 L44 L50 L49 015' L47 L46 L45 3 Is• 1-43 p 19485 Sq. Ft. 9072 Sq. Ft. ,Ln 146.73' 197 IQ' VI NORMAL HIGH WATER LINE TABLE LINE LENGTH BEARING L1 28.20 N39'42'41"W L2 12.71 N33'35'56"W L3 18.51 N30'30'41"W L4 11.67 N36'00'13"W L5 17.35 N30'17'41"W L6 24.79 N32'21'17"W L7 27.89 N37'32'08"W LB 15.41 N33'36'57"W L9 37.10 N26'18'54"W LIO 4.72 N65'46'48"W L11 17.31 N31'03'10"W Lit 10.17 N47'33'15"W L13 23.90 N30'27'42"W L14 26.66 N37'12'05"W L15 23.81 N29'35'43"W L16 28.96 N33'32'01 "W L17 27.40 N36'03'26"W L18 28.23 N32'11'14"W L19 25.12 N31'12'07"W L20 26.51 N30'03'16"W L21 27.55 N28'30'00"W L22 26.91 N38'42'43"W L23 25.11 N36'32'12"W L24 29.55 N26'51'29"W L25 27.38 N34'01'42"W L26 29.46 N32'04'07"W L27 27.66 N32'48'25"W L28 29.64 N3019'06"W L29 29.07 N28'55'30"W L30 29.25 N40'35'09"W L31 28.29 N27'33'41"W L32 28.48 N32'12'24"W L33 28.97 N28'26'07"W L34 25.49 N41'03'53"W L35 28.76 N31'54'13"W NORMAL HIGH WATER LINE TABLE LINE LENGTH BEARING L36 30.00 N30'57'19"W L37 17.05 N37'53'44"W L38 28.38 N31'59'13"W L39 34.24 N32'30'49"W L40 32.34 N31'05'02"W L41 27.27 N34'27'40"W L42 30.28 N38'40'04"W L43 31.79 N33'30'45"W L44 26.18 N32'42'03"W L45 28.75 N35'47'04"W L46 30.69 N31'14'48"W L47 33.07 N3214'08"W L48 18.35 N33'37'49"W L49 17.17 N35'44'08"W L50 31.04 N30'11'47"W L51 22.42 N64'55'37"E L52 31.50 N79'24'50"E L53 25.46 N77'36'51"E L54 26.7E N80'54'28"E L55 25.35 N79'15'43"E L56 27.64 N65'43'37"E L57 42.30 N66'26'39"E L58 30.34 N67'23'07"E L59 19.87 N85'45'02"E L60 15.87 S49'30'39"E L61 16.44 S46'59'57"E L62 32.22 S23'50'49"E L63 15.45 S33'37'16'E L64 16.85 S20'12'28"E L65 20.61 S46'29'54"E L66 27.07 S34'50'51"E L67 10.62 S40'32'07"E L68 19.94 S25'04'13"E L69 15.10 S34'47'16"E L70 26.75 S26'54'46"E CANAL 114.99' B I I I I (-Fl LL CONCRETE K �! __-__-__\!f_4.5 ASPHALT ----------------I -- --- ; 0.T- ^5.0 5.0 2.6 rnl __-___-_i__ 3.0 CANAL 'w EXISTING � GRADE jP �Ij I I GRADE GRADE i PROPOSED `PROPOSED �I mi z 20 SEWER LINE ° WATER LINE 71 20 zI; PROPOSED AREA TO BE FlLLED ESTORATION TO 4-04 'AETLANDS S• 10• 10• $' I CONC. WALK SLOPE As REmMm SECTION BB D NOT ro SCALE TYPICAL SECTION OF TWO LANE ROADWAY X NO CiX2B h EMITTER 0 fT1 NOT ro SCALE y W r� r 0 CAMA NORMAL HIGH WATER LINE AS PER z DIVISION OF COASTAL MANAGEMENT r*t 07-20-05 I I S33'00'00"E 1239.07' 114.99' 66.26' 56• 58.56, 15167 Sq. Ft. 536 Sq. Ft. 8952 Sq. Ft. 7911 ISq. Ft. 7911 Sq. Ft. 68 L69 mtS L is L70 L71 172 L73 L74 L79 m V 75 L80 L81 8 6 L83 L85 mt 1-86 L87 L r Irrl rlr ra..� ��rrir ara� ,♦rt �r4► 28 ♦`♦ N .ram` a" rr1 2 22 ft. rri irrlr 26 �� .r �,_„_, 30' CAMA BUFFER „�'r7PLANDS'�, "FR U.S..C'.�O.E.� f�� II DECK ^ _ DECK DECK z� PROPOSED q, DECK 4&r 723 1404 _I _ N PROPOSED A PRCIPOSED 2D.e• j D � �i.'d' z.h' + �JYG• i� m DECN % ,<a 66. GRADE TO 404 I I I I I I I I \[ I -T--- nl 3•0 �I �I c I °'7 I z: �. RI 81 �I _ .. _..-.. SITE t CANAL'+ V /' lop P� MON" SIETOH Mm A CLLL LEGEND Au �lllt �Illc� I� I SCM = SET CONCRETE MONUMENT (CONTROL CORNER) IJL �IL -1A I I SIR = SET RONK RODKALON NAIL (CONTROL CORNER) A� v -fSIP = SET IRON PIPE I I SMN = SET MAGNETIC NAIL (CONTROL CORNER) -Au R/W - EIA = EXISTING IRON AXLE (FOUND) EIR = EXISTING IRON ROD (FOUND) Ep,µy DRIFTWOOD LANE___ I EPK = PARSTING CONCRETE KER-KALON NAIL (FOUND) (FOUND) PLANTINGS AS PER WTIGATION PLAN {.� �--' - EMN EIP = EXISTING IRON PIPE (FOUND) EMN = EXISTING MAGNETIC NAIL (FOUND) e A R/W = RIGHT-OF-WAY 1a 190 I = CENTERLINE R/W _ 01 MBL = MINIMUM BUILDING LINE PUNn..S As PER wim"in PLAN SITE CALCULATIONS N/F = NOW OR FORMERLY �' C.C. =CONTROL CORNER 7 xN" sOPE R100 °E" TOTAL ACREAGE: 8.849 ACRES 0 D.& U.E. = DRAINAGE & UTILITY EASEMENT M TOTAL ACREAGE TO BE SUBDIVIDED: 8.849 ACRES I = POWER LINES SEMM GE T BE RESIDENTIAL 8 020 ACRES NOW OR FORMERLY TOTAL ACREA 0 4 CHAIN LINK FENCE _ TOTAL ACREAGE TO BE NONRESIDENTIAL: 0.829 ACRES (PROPOSED R/W) f 'tti = POWER POLE HOPKINS 30cam -ELME � NUMBER OF LOTS: 37 0.000 ACRES (PARK) Z { •� =EXISTING FIRE HYDRANT SIZE OF LOTS: 7,768 Sq.Ft. AVERAGE (5,000 Sq.Ft. MINIMUM REQUIRED) I ®S = EXISTING SANITARY SEWER MANHOLE ZONED R-5 SZE OF SMALLEST LOT: 6,755 Sq.Ft., (0.155 ACRES) (LOTS 2, 4, 6, & 8) C I = ASBESTOS CONCRETE PIPE PROPOSED STREET WIDTH: 20' ASPHALT 01 A.C. PROPOSED RIGHT-OF-WAY WIDTH: 30' I 0 = ADDRESS PROPOSED LENGTH OF STREET: 1070' S359.90''E 29.90' I 11 =LOT NUMBER = PROPOSED FIRE HYDRANT CANAL CONTROL CORNER EPK QS = PROPOSED SANITARY SEWER MANHOLE 61.85' 100.57' 100.57' 50.00' 50.00' 50.00' 50.00, 50.00, ECM I ® = PROPOSED WATER METER I ® =PROPOSED CLEAN OUT 11396 Sq. Ft. 12858 Sq. Ft. 8356 Sq. Ft. 13587 Sq. Ft. 13587 Sq. Ft. 6755 Sq. Ft. 6755 Sq. Ft. 6755 Sq. Ft. 6755 Sq. Ft. g O I a 15„ L89 L90 L9 L92 L93 L9 mi L96 T L98 L9a 1S L701 L702 16 03 lig4 - 15 L710 m15 115, L118 Y' L118 L119 b1t5 L121 Li LI 1 L107 LIOB L10 l/ 112 ut S `1A 1r I_ i.a r.. .ar 9434, n 18 r1 �I. 16 14 tLIN� r. 12 10 8 rr` alas 6 i\ o r N `♦ a.�r• COAST `♦♦ ♦, ,♦.r a.Q M - (T .,_ UMI OF r ♦ r ♦t♦ r. ON r1♦ \ O ; N = I y p5@ 1 I Dx WND5' ENE 41.85-V cE DECK, g 16 IS Sq T PPER , ' ♦ .�,♦ ' ,♦ „ 30' CAI BUFFER _ _ �i \ Ln ,! 1 N = ttni•1=„--1NER 1 - a n NOW OR FORMERLY O,DECK "> DECKNOT. ' I - '�" g<s I tF I ,;. otcK'c I O o I [ $D.B. N DKURTH4 1095 P. 28 DIWEILNC PROPOSED -DNF111NG I PROPOSED I DWELLsIG II°1 ct.i1 LOT 2 II l07 II �`=°" �Ec I OPR M.B. 8 P.90 12 �"�, i&11_� 5 11 ,�_ _ L ^'Sa.1r i� �, ,� 1 m( St '2L' ,>1 _ ,,Ris „"24'� ,", _I„R 24 ATKINSON SHORES R IE MZONED r% 44 -/ M N s.4e' E7 sz3»°'+ 7"E N55'34'02"E 1 S56'0817W I 0 00' ss.eo' 10 00 °Eq ,' 16 T t .3s' %" ( `, %; DECK , ,' q,, oEp ; , ,1 ' s 'P �. , p ,a oE« i , 8 ^• 7- - - - _. - - -199.�7---- =- -- - - -- --- -- ---- -- - -- -- -- -- -- - - -- -- ----- ---- -- - --------- ------ -- - - __ __ _ - _ -_ -- - - - - -- _ - -- - ,-- --' --- / ATKINSON ROAD 30' R/W g SIR S33'00'00"E 13 1- 15' EIP • SIR 71.64 71.72• NEA 04 S _ 30.0 va - --------- - -- -- -- - Fff-Oj -- ------ ` -- - - - - -- --------- -- - -- -- - - -- - --- - - -- -- -- -- ---- - TE) (ASPHALT PRIVA 1 N33'00'00"W 49.61� 'EIP N2 aso's1 w 3t.52' ATE S°� TS R N33 00 00 W 134 35 s5 �yo I EMN CONTROL NOW OR FORMERLY TLA H g - PR c I 7•°°' o-o �F b DECK r b DECK" -1 I- b DECK r b DE F 1- DECK b DECK b�DECK r I m DECK r I 10 DECN ` r -1 I b DEq( r b'OEO( ., a DECK b'DECK, -m:pEp(, ' 'Al _ b:OEq(„ g b'SECK'-: .. 31.75' ATKINSON SHOES N CORNER 10' PRIVATE PELICAN PETES �a e' 1 a' *nDPegD ( 96�. 0 y DNEWN0 Ise' _ -- �{ PRwosGi _„_ J- 1" DWELLING Ig _ _ E ' b DECK N H 'at., a 'n „_••_ '. PROPOSED'_ DVEWNG R _ " "_ I R PROP' •' - DIWLLING -"- PI(avosED DYEWNG R 1r '� '- D NG _ ,_,�_� PROPOSED _ I DNEWNG 1 R 7s,lA •' }� �" DNEWNG "I R INE vNavol;Ee Y �I I DNELl1NG , 111 R pPO�p I I D�NiYJRG' I R DKEl1JN° �" R pggpOD I 'I_ 'DWl1LRG' _„ I I PROP I "_" „ I R I I _ '�, _I' I 7� 2PDPe9Eb „I_' OWEWNG C. _� NE 'v6ePos�. DMEILNG �I. Lo 3 CCESS EASEMENT 6, _ P. /44 b - / m 3 PROPERTIES LLC �M.B.8 P. 80 _ J 6 i O a M D.B.D. 1419 149 zONED R-s 1 I I I I I� I I I I I I I I I I I I I I I I - MOT 3 yQQ{7C IT0.. R II 24' OI b 24' 24' 24' I 24 2C M• 24' 21' 24• 24' b I 24 I b' ,'-; I 24' I 24' 24' I 24' o� l _ ___,3 t b�$g 3�` i4---�-- N I M.B. 8. P. 90 2jIR4,•iso DECK I mum 0 DECK. I DECK I I o DECK I 0 CN I DECK - I I .DECK.. I - I %DECK - - I = OEp(-. I - - - ( ?DECK I - -on DECK. I - - = - b"DECK:.: - - I m,'DEp(: I - = - b;DECK-" = T 4 R - = U "� = = = °=;F 33 8U 'RL 0 . - „ T - �_ � 1- - ,• „ ,� T - - „� '• , �- -� +T.- �l rA 1 EDl, t Q�►� A.I� l, I- � �,._. O . I EIP 3 - Z rlrr r.ra I.��� f�1 � :,�3'+AMABU. �r4► _• it I__Ir Irr1. ,1 �f3E I..1. •o I.rr ,.Q,_ ,E ,L„_ '�'3�" _ ;A _l, PEER 1�=iP .,L, „_.I 5337.GO, E Q / h (� 3 \♦ 9 �rrtri 5 r •. . 1_.1_ I..I .I� - -. - ---..--- c 7.00' J I .® L0 / N N ♦♦ - -_ ♦♦ I 13 rr .Irr rr1 _ . _ uPP Lrxzs of oASTAL r •' • r N r O 0 PROPOSED L (0 j,, LaeIS L41m L L39 B L37 L3 L35 L3 mt5' L33 L32 L31 m�' L29 L2t u9 u7 us ; mr'� _I.rirrl. L , rrlr Irri_ ir.Ir.l / (n I 37 LOTS L8 L1 J m m1. m .- L30 L28 m L27 L26 0 L25 L24 m L23 L22 L20 p 19 L76 L14 L13 2 U1 m LB ^L7 L4 L2 w Z 7466 Sq. Ft. 7768 Sq. Ft. 7768 Sq. Ft. 7768 Sq. Ft. 7758 Sq. Ft. 7768 Sq. Ft. 7768 Sq. Ft. 7768 Sq. Ft. 7768 Sq. Ft. 7768 Sq. Ft. 7 68 Sq. Ft. 7768 Sq. Ft. 7768 Sq. Ft. 7768 Sq. Ft. 7768 Sq. Ft. 7768 Sq. Ft. 7768 Sq. Ft. 9563 Sq. Ft. n n m EIP I ZONED R-5 I 57.99' 57.50' 57.50' 57.50' 57.50' 157.50' 57.50' 57.50' 57.50' 57.50' S7.50' 57.50' 57.50' 57.50' 57.50' 57.50' 57.50' 85.50' 17.00' 30.29' CONTROL EIP N33-07'06•W CORNER ZONING SETBACKS CANAL N33'00'00"W 1334.41' 1 CANAL I NORMAL HIGH WATER LINE TABLE LINE LENGTH BEARING L71 28.23 S31'46'54"E L72 27.95 S36'31'07"E L73 28.21 S31'39'43"E L74 24.20 S38'40'17"E L75 6.59 S68'23'33"E L76 12.76 S12'48'35"E L77 16.35 S39'06'35"E L78 18.70 S25'03'47"E L79 23.68 S32'06'00"E L80 37.63 S29'23'30"E L81 14.73 S40'02'12"E L82 17.88 S35'24'18"E L83 26.14 S31'56'22"E L84 3.45 S55'59'32"E L85 24.34 S31'02'55"E L86 26.74 S33'07'44"E L87 17.97 S26'58'43"E L88 13.81 S34'34'10"E L89 25.94 S31'31'30"E L90 18.23 S36'35'40"E L91 18.95 S26'58'20"E L92 30.33 S34'31'20"E L93 15.80 S31'38'23"E L94 13.95 S37'31'54"E L95 11.68 S32'31'26"E L96 11.59 S22'10'43"E L97 9.72 S48'46'59"E L98 16.18 S28-49'22"E L99 16.44 S28'31'07"E -100 11.32 S37'57'30"E L101 23.10 S34'05'18"E -102 20.47 S33'37'07"E -103 31.52 S33'38'26"E -104 19.62 S22'03'01"E L105 13.24 S30'39'04"E i CHARLES F. RIGGS & ASSOCIATES, INC. LAND SURVEYING - CONVENTIONAL & GLOBAL POSITIONING SYSTEMS, LAND PLANNING & COMPUTER MAPPING 202 WARLICK STREET P.O. BOX 1570 n JACKSONVILLE, N.C. 28541-1570 TELEPHONE: (910) 455-0877 Y FACSIMILE:(910) 455-9033 3 E-MAIL: riggslondObizec.rr.com NORMAL HIGH WATER LINE TABLE LINE LENGTH BEARING L106 8.11 S40'46'00'E -107 30.72 S32'34'12"E -108 24.94 S34'32'13'E L109 30.78 S36'57'51"E L110 20.81 S29'12'03"E L111 8.27 S21'24'09"E L112 12.95 S39'47'27"E L113 9.65 S31'05'31"E L114 4.30 S59'01'05"E L115 14.26 S41'56'00"E L116 15.17 S32'14'40"E L117 19.38 S31'33'49"E L118 19.38 S26'02'10"E -119 17.32 S33'10'05"E L120 14.74 S30'32'35"E L121 19.81 S34'21'19"E L122 33.87 S35'28'02'E L123 11.59 S35'36'41"E i I ° ,� NOW OR FORMERLY q i w It JAMES BATTS I! o D D.B. 1281, P. 340 C i q LOT 14 o° w 1 o° N SHAE'S LANDING w i w M.B. 31, P. 1 M.B. 31, P. 37 ZONED R-5 EXISTING 404 WETLANDS: PROPOSED 404 WETLANDS UPON COMPLETION OF DEVELOPMENT: NOTE PROPOSED DWELLINGS WITHIN 75' AEC = 20467 Sq.Ft. PROPOSED DRIVES WITHIN 75' AEC = 0 Sq.Ft. PROPOSED STREET WITHIN 75' AEC = 0 Sq.Ft. PROPOSED WALK WITHIN 75' AEC = 0 Sq.Ft. TOTAL BUILT UPON SURFACE WITHIN 75' AEC = 20467 Sq.Ft. TOTAL LOT AREA WITHIN 75' AEC = 193783 Sq.Ft* PROPOSED BUILT UPON AREA WIT-IIN 75' AEC = 10.5% NOTE i I ° ,� NOW OR FORMERLY q i w It JAMES BATTS I! o D D.B. 1281, P. 340 C i q LOT 14 o° w 1 o° N SHAE'S LANDING w i w M.B. 31, P. 1 M.B. 31, P. 37 ZONED R-5 EXISTING 404 WETLANDS: PROPOSED 404 WETLANDS UPON COMPLETION OF DEVELOPMENT: NOTE PROPOSED DWELLINGS WITHIN 75' AEC = 20467 Sq.Ft. PROPOSED DRIVES WITHIN 75' AEC = 0 Sq.Ft. PROPOSED STREET WITHIN 75' AEC = 0 Sq.Ft. PROPOSED WALK WITHIN 75' AEC = 0 Sq.Ft. TOTAL BUILT UPON SURFACE WITHIN 75' AEC = 20467 Sq.Ft. TOTAL LOT AREA WITHIN 75' AEC = 193783 Sq.Ft* PROPOSED BUILT UPON AREA WIT-IIN 75' AEC = 10.5% NOTE EXISTING 404 WETLANDS: PROPOSED 404 WETLANDS UPON COMPLETION OF DEVELOPMENT: NOTE PROPOSED DWELLINGS WITHIN 75' AEC = 20467 Sq.Ft. PROPOSED DRIVES WITHIN 75' AEC = 0 Sq.Ft. PROPOSED STREET WITHIN 75' AEC = 0 Sq.Ft. PROPOSED WALK WITHIN 75' AEC = 0 Sq.Ft. TOTAL BUILT UPON SURFACE WITHIN 75' AEC = 20467 Sq.Ft. TOTAL LOT AREA WITHIN 75' AEC = 193783 Sq.Ft* PROPOSED BUILT UPON AREA WIT-IIN 75' AEC = 10.5% NOTE NOTE PROPOSED DWELLINGS = 26512 Sq.Ft. PROPOSED DRIVES = 19060 Sq.Ft. PROPOSED STREET = 24726 Sq.Ft. PROPOSED WALK = 4205 Sq.Ft. PROPOSED TOTAL BUILT UPON SURFACE = 74503 Sq.Ft. TOTAL LOT AREA ABOVE NHWL = 298015 Sq.Ft. PROPOSED BUILT UPON AREA = 25.0% CAMA NORMAL HIGH WATER LINE AS PER DIVISION OF COASTAL MANAGEMENT 07-20-05 CURVE TABLE CURVE LENGTH RADIUS DIRECTION CHORD C1 20.86' 22.50' S06'26'06"E 20.12' C2 23.37' 40.00' NO3'23'21"E: 23.04' C3 33.74' 40.00' N37'30'51"W 32.75' C4 30.77' 40.00' N83'42'45" %" 30.01' C5 24.09' 40.00' S57'00'00"V/ 23.73' C6 30.77' 40.00' S17'42'45"W 30.01' C7 33.74' 40.00' S28-29'09"E. 32.75' CS 23.37' 40.00' S69'23'21"E 23.04' C9 20.86' 22.50' N59-33'54"W 20.12' PROPD$M 5' WALK FRONT = 15 \ I SIDE = 7.5' REAR = 30' CAMA LOT 15 ®= ACCESS & GATE EASEMENT 8.849 ACRES ®= 10- PUBLIC ACCESS EASEMENT o INCLUDING THE I 4.0' r' MBL III 4 . 9. - of .& '.:9 4.0 82974 Sq.Ft. m- UNCOVER'-D'DECK 24 1.904 ACRES I<I '^ I� 1D PROPOSED DWELLING in 1° I^ c nl 86784 Sq.Ft. W 1.992 ACRES I I I 24 I VEGETATED I b., UNCOVERED DECK I VEGETATED FILTER 3.0' , ,• J.0 FILTER RESTORATION LINE LOW DENSITY STORMWATER PLAN FOR THE PENINSULA AT TOPSAIL ISLAND 8.849 ACRE TRACT ON WALTER R. ATKINSON ROAD TOPSAIL TOWNSHIP, PENDER COUNTY, NORTH CAROLINA TOWN OF SURF CITY I I AREA TO BE RESTORED TO 404 WETLANDS 20 0 20 LOT DETAIL (TW %Q Go AREA BELOW I THE APPROXIMATE I w MEAN HIGH WATER LINE O v OWNERS R/W-_� z RED APPLE GROUP, LLC P.O. BOX 689 SHALLOTTE, NC 28459 AE' LANDING I TITLE SOURCE D.B. 2429, P. 264 SMN CONTROL ' REFERENCES: R�W� CORNER D.B. 214. P. 78 I I D.B. 383, P. 368 D.B. 473, P. 189 ' D.B. 613, P. 87 D.B. 999, P. 333 L4W 3 D.B. 1095. P. 28 D.B. 1419, P. 149 D.B. 1559, P. 195 D.B. 1867, P. 210 D.B. 2429, P. 264 M.B. 8, P. 90 M.B. 36, P. 44 GRAPHIC SCALE ( IN FEET ) 1 inch = 50 ft. REVISION: WETLANDS 04/06/04 DATE: OCTOBER 28, 2004 DRAWN BY: J. H5LM5 FIELD BOOK: IND. PAGE: 42 CHECKED BY: COMPUTER: WS6\PROJ\020322SW.dwg PROJECT NUMBER: 02-03-22M3 SHEET: OF 200 ( IN FEET ) 1 inch = 50 ft. REVISION: WETLANDS 04/06/04 DATE: OCTOBER 28, 2004 DRAWN BY: J. H5LM5 FIELD BOOK: IND. PAGE: 42 CHECKED BY: COMPUTER: WS6\PROJ\020322SW.dwg PROJECT NUMBER: 02-03-22M3 SHEET: OF 200 LOCATION MAP w w ti N w Z SITE J ulil42llZ•111910111 VICINITY MAP NO SCALE Traverse of Coastal Wetland Line LINE BEARING DISTANCE Ll N 25023'51' E 7.27' L2 N 14015'05' E 25.07' L3 N 27°10'57' E 15.34' L4 N 34°14'45' E 28.16' 1_5 N 32913'33' E 30,02' L6 N 29°36'50' E 45.45' 1_7 N 21°46'34' E 41.41' LB N 16048'10' E 29.21' L9 N 00°41'33' W 27.24' L10 N 35°38'49' E 16.69, L11 N 24056'23' E 35,18' L12 N 19647'53' E 29.21, L13 N 26°10'33' E 26.40' L14 N 89033'44' E 18.02' L15 S 75951'56' E 24,47' L16 S 68'29'20' E 27,22' L17 S 65047'49' E 23,78' L18 S 69°51'56' E 31.93' L19 S 58°52'17' E 26.96' L20 S 67°18'34' E 25.00' L21 S 81032'55' E 32,02' L22 S 68°54'05' E 34.14' L23 S 54011'55' E 21,24' L24 S 49046'34' E 14.35' L25 S 05°14'34' W 18,33' L26 S 04°19'08' E 34.68' L27 S 16°12'31' E 20,33' L28 S 11045'51' E 19,04' L29 N 82°15'08' W 14,78' L30 S 63°46'04 W 19,54' L31 S 22°25'20: W 23.09' Traverse of NormaL High Water Line L32 S 79°23'51' E 10.01, L33 S 67°59'07' E 11.90' L34 N 66.22'24' E 10,63' L35 N 50*21144' E 4.79' L36 N 48°22'09' E 14,85' L37 N 39°18'07' E 20.06' L38 N 09°48'34' W 14.13' L39 I N 32°46'27' E 15,47' L40 N 16005'56' E 14,58' L41 N 21912'3B' E 34,54' L42 N 30°53'37' E 31,80' L43 N 36°57'58' E 16.76' L44 N 39°09'17' E 40.48' L45 N 20°51'49' E 22.70' L46 N 14°00'03' E 29.71' L47 N 09607'56' W 13,88' L48 N 21000'35' E 42.27' L49 N 18°24'15' E 32,25' L50 N 55°57'31' E 16,79' L51 N 05°40'42' E 36.00' L52 N 62°16'34' E 14.57' L53 S 74°51'04' E 20.31' L54 N 87°24'41' E 17.66' L55 S 70°49'18' E 25.95' L56 S 68°57'54' E 32.72' L57 S 65°11'56' E 32,37' L58 S 60°39'31' E 26,99' L59 S 68402'36' E 28,44' L60 S 71°41141' E 27.22' L61 S 75016'08' E 25,72' L62 S 65.06'51' E 30.17' L63 S 56°45'29' E 24.50' L64 S 23°42'13' W 35.87' L65 S 22024'47' E 24.94' L66 S 00°17'40' W 21.77' L67 S 07049'45' E 18.40' L68 S 82°40'13' W 17.04' L69 S 55°12'52' W 16.32' L70 S 32040'27' W 21,00' LEGEND - - PROPERTY LINE -..-..-..-..-..-••- - WETLAND LINE - - RIGHT -OF WAY -•-•-• ZONE LINE * * nr K 'S` TEMPORARY SILT FENCE - -- - -- - - -- -as-- - - - - EXISTING CONTOUR so.n EXISTING SPOT ELEVATION 18.00 PROPOSED SPOT ELEVATION ® GRADE PROPOSED STORM DRAIN STORM DRAIN INLET STORMWATER INFILTRATION SYSTEM LIMITS OF DISTURBANCE .�Zr Marsh -��- Coa5tal Wetland Line I I L5 5 Top of Bank 4.50 i x x x I x I� x 4.17x X.07 17 .950. -A.18 .$`! 2*...•• 49 x 3.59 4 6.40x l x 3.5•�9 .•� 40 6.60xn 7. 46.61I 6.73� 7,34x \ 6. I 6 I alkway 2A7 xx5.5 �2.47 ¢ 5,51 x 7.2 b NV = 5.0 W 4. !O� 10 12 x 6.45 6.45 x 7.67 x x77.02 ' 7.0 II I z 6.�� _ 98 x6,72 No ma4 High Wat-or Line 9�° x4.05 ';'O5 8.75 1 DIVERSION BOX8,12 1 .1 49 I CATCH BASIN I _ 9 I TOP GRATE = 7.00 x .051 .051 I INV = 4.00 802 BOTTOM = 3.00 1 15' C-900 PVC I _ r REBAR FD I 7 - _ - 8 .7 0 74° 13'43" E x 2. �x s.3o 1 9�x ° 7. 9 - P FD � 1a 100.121 x 7.11 / O I I � la1 I I �• 1 III L L-7, 9 7 3.12 Ix8.25�8.11x 71x17.5I 8.1 6.91I ; 6.91� I L I °'• I � � II � 1 0 �� I ZONE C2 I x6.0 T 6.0 8,06- - I ` x a.0 ' 3.82 x I 3.82J -I \ I lu RESIDENTIAL J �x 6,22 �.- V I TOWNHOUSES F 6.93 I "1' � 8'3 x x .31 7.7 I 7 I I I 4.13x 4.131 r 0 x 59 1 % 59 I 8.16 x8.40 x86 x8.Q 3.8 9 8- v , x ,,,, _��� x 8.81 x 8:8i- I J44 4j 544 / - - - ( I i 3.49 x / 3.� x I = I I ti O i8.25\ .99 � :. .25\ v j � I x 5.1z \ \ Z 5 73�-4,5" E 4.45- x 35 .04 0 9.0 ° IP FD ---x� 8,62 x o� 91 . 3' I 3 00 7.94 x I N 15044'44" 1= 2% / I \Q N 15°53'S2" ss624.19° x99 x x x x .a '-J'" asa II` 49.92 � $�61 8 8861 f ` 9.34 x 8.46� .46 x \ x - R- \ LL 1L5& - 58 x x x 8I6- - x r x x x-84 >.i2 9. s I 9.55 I� I 10.27 I FD 0.27 -� \ ,97 8.9 8,24 -"'I x 8. 4 8. 9 1 x 18.2 \ \ x x8.4 x&08 x8.4 I x „B„ 70° , �� 4 x 9. 9 9.14 x I� 9.89 x 37 x 9.24 ��-J•� x M316 x 10, 6 45. 8'g,3 r,,g x 10.36 x 10.36 �'✓ Sc l�E$6 x 10.86 N 15°58'57" E _ _°,R?m x x lo.s2 11.0o I11 ` x 10.13.1 77d I 10 I .G7' T x io.72 10. 72 ppx 11,20 11.36 11.36 x 1 2 x 1 " I x 11.38 X C.O. \ 1 10.98 1 ; 8 I 1 x IL38- x I I - �I 4' 1 2" E - - x x I i �1.26 I II i II �H8`� x11.6 �W�11.87 xILl3(� I J I E Vinyl hjneht By I Vinyl ence;0002� �L I N 150045411 E I( O I l x 11. k\ ONTO x 1t.3 I I I Z❑N C2 Jx 99.35 r---- --- x I Ixu.a Ff I I � C❑MME CIAL x 11,55 xx111 5 x I1. I Ix 11.1011.81 101 I �I If -/�• L- - � 11- I I I I x 12.17 CON ' R/W M _ I 13.48 / 48 S G9 48QI�3E 13 I .GV 11.89 11.73 1 -- 10 x -� Water 8 Sewer is available from N.C. 904. EXISTING MARL STREET 11.50 Third Street N 80059'03" E I TO BE PAVED -50' VEGETATED SWALE (SEE DETAIL) 1 13 Normal Hlcjh Water Line 1 1 r I 0'46 .'•. 450 4.11 12 7.00 8.11� x 69 6.79 x . 8 �•39 6.Z9 - .08 _ �G9°5029" W 6.36 79.98' x .�46.7 63 S 1 .75 13 x 2. x \2 9 1 1 1 6.65 14 I 6. xx 3. 6.3*9 3.26 6. 614 /6.05 xxE 3.38 6.05 3.38 75 / 5. x 4.23 5.97 #.23 x 15 1xq-10 �.15 '[!' 410 I y 10 7.a9 '� 1� 15" C-900 PVC � I o - 5 3 6.55...:'3'177 3-- - 15" C-900 PVC 1 1 15 BY-PASS STORM DRAIN 1 9 x _ _ STORMWATER x _ . LIFT STATION I (SEE DETAIL) - - ------ I 16 m 1 14-8'X8' BOX CULVERTSI INSTALLED SIDE BY SIDEI INV= -4.00 1 8 7.2 GAZEBO WITH ACCESS HATCH TO STORMWATE LIMITS OF LIFT STATION - - - - -I DISTURBANCEI I 17 Traverse Along I 7 x 6.22 J x 6.22 Wood Bulkhead 0 i _j J I Z d 1n Z /yr r Z U W w z Y Z O � Z O J O Y U ai Of Of Z Q 0 Z O v Lo N N Q 0 o m w O C Z W Q Z Z 'a O Cr.o N Y Z V Z W Cn o ILZ Q W D cc 0 P- In 2" STORMWATER > O 1 18 FORCEMAIN, SCH 40 PVC L 6 Q x 6.88 - x 6.8 m N L� - - c I 73 W J _ r z -lo 4 I 00 1 19 1 m ° J 0 __ 2"X6"X6" TEE m 3 � W I cn (f i 1 �' x I .56 20 1 6°15. 6 O .r • Wry 7) .33 �� 7.33 (n / 1 Q Ld x 8.23 \ \ 7.96 �/+7� I 7.96 I IV j ��, - 1 3 �--�- 8.94 9.56 5 G5032'45" W ( 110 .79 'x - x - xx 9.05 10.2 G' MAG NAIL PD 10.26 I� 0. 1 22 1 I 11.00- AIL I 2 -_xx_, 5 1 5°02'01 " W In5 ourt x 104.31- 1 1 2a -x� 9.13 L I 1.01�\ - xu.ol 5 03059'4G" EIf CO I 1 1 l� �F9,60 I 96 42.39'iiux 1 24 1 I x � x 12.1 + I x 9.21 10.51_ 47 1 14.91' x 6.16 - - .53 453 00, 19.55 N 70001' 19" W LIMITS OF 9°5 Covered Picnic Tables I � DISTURBAA NCE xi N 1`20" E 1 .5� u� rnowve i rye-ei"�r�---.1�....��� �.�.�---��������.� _ L GO. 3' MAG NAIL FD GO' R/W ������. I � - - - - - - SUBSURFACE �����.r ..�..::����� 272.78' I TEMPORARY SUBSURFACE STORMWATER INFILTRATION IPFD I GRAVELLED STORMWATER I SYSTEM #1 CONSTRUCTION INFILTRATION I (SEE DETAIL) ENTRANCE SYSTEM #2 (SEE DETAIL) ZONE C2 I I ZONE C2 I 257DIO09 Sliders LLC I I 257DI01 3 I DB. 138G, PG. 1022 Odell Williamson MC. 23, PG. 101 11 I I I I I I I I I 215.021 ZONE CZ 257DIO 1302 Ocean 151e Museum Foundation DB. 12G4, PG. 955 IRON ROD FD JUN f SCALE: 1" = 40' 0 40 80 120 11! W Z O ii Z w Q J F -j 5 H aM d H rn rn M M E w Z U O O V O W H W N Vl Z �ii z H:2 rvH• z v) N C 0 05111 DES. JPN CKD. JPN DRUM. PAS DATE 6/2/ LOCATION MAP w W � v 0 LD u JSITE p=q Z J THIRD STREET VICINITY MAP NO SCALE Traverse of Coastal Wetland Line LINE BEARING DISTANCE L1 N 25023'51' E 7.27' L2 N 14°15'05' E 25.07' L3 N 27°10'57' E 15.34' L4 N 34014'45' E 28,16' L5 N 32°13'33' E 30,02' L6 N 29936'50' E 45.45' L7 N 21°46'34' E 41.41' L8 N 16°48'10' E 29,21' L9 N 00941'33' W 27.24' L10 N 35°38'49' E 16,69' L11 N 24056'23' E 35.18' L12 N 19947'53' E 29.21' L13 N 26010'33' E 26.40' L14 N 89033'44' E 18.02' L15 S 75951'56' E 24.47' L16 S 68°29'20' E 27.22' L17 S 65047'49' E 23.78' L18 S 69°51'56' E 31.93' L19 S 58°52'17' E 26.96' L20 S 67°18'34' E 25.00' L21 S 81°32'55' E 32.02' L22 S 68°54'05' E 34.14' L23 S 54'11'55' E 2124' L24 S 49046'34' E 14.35' L25 S 05°14'34' W 18.33' L26 S 04'19'08' E 34,68' L27 S 16612'31' E 20.33' L28 S 11'45'51' E 19.04' L29 N 82°15'08' W 14,78' L30 S 63°46'04' W 19.54' L31 S 22°25'20' W 1 23.09' Traverse of Normal High Water Line L32 S 79423'51' E 10.01, L33 S 67059'07' E 1130' L34 N 66'22'24' E 10.63' L35 N 5W21'44' E 4.79' L36 N 48°22'09' E 14.85' L37 N 39°18'07' E 20.06' L38 N 02°48'2' 14.13' L39 3934'W 15.47' L40 N 16005'56' E 14.58' L41 N 21°12'38' E 34,54' L42 N 30°53'37' E 31,80' L43 N 36*57158' E 16.76' L44 N 39609'17' E 40.48' L45 N 20°51'49' E 22.70' L46 N 14°00'03' E 29.71' L47 N 09.07'56' W 13.88' L48 N 21900'35' E 42,27' L49 N 18°24'15' E 32.25' L50 N 55°57'31' E 16.79' L51 N 05040'42' E 36,00' L52 N 62016'34' E 14,57' L53 S 74051'04' E 20.31' L54 N 87°24'41' E 17.66' L55 S 70049'18' E 25.95' L56 S 68°57'54' E 32,72' L57 S 65°11'56' E 32,37' L58 S 60.39'31' E 26.99' L59 S 68°02'36' E 28,44' L60 S 71041'41' E 27,22' L61 S 75016'08' E 25.72' L62 S 65°06'51' E 30,17' L63 S 56°45'29' E 24.50' L64 S 23°42'13' W 35,87' L65 S 22024'47' E 24.94' L66 S 00'17'40' W 21.77' L67 S 07°49'45' E 18.40' L68 S 82°40'13' W 17.04' L69 S 55°12'52' W 16.32' L70 S 32°40'27' W 21.00' �i- Coastal Wetland Line Mar5h ____L I I L55 Top of Bank 4.50 I I x x x x x 4.07 5 4.0/� 4.34 x 4.17x x .17-�•X.�.12 .49�4.24( •• 4. 4,4 x 3.59 4 6.40x- x 3.59 . x 40 • &-*-. 6.60x�;.5'° /� 7. 46. 6.�3 7.346 8 \ 6. 6. 8. ] 6 r � I I la kway � 6.a� ` � -� I �6� 1 2.47 x 2.47 t - x 7.2 1 x5.51/ 5.51 I w 4. h0 x 7.67 \ x x 6A5 6.45 7.02 + 7.0 II I x x 6.72 No ma4 High Wa r Line -co x4,05 � \ \ .50 STORMWATER DIVERSION BOX I \ 9 I CATCH BASIN TOP GRATE = 7.00 x .051 .05� 15" C-900 PVC INV = -4.00 1 1 - - 1 7 REBAR FD x x ix 8.30 � 9ix $�° - P FD -" /ly \ 100. 12' 14 .)S ' 7 �8 1 1 I I I I �7.97 Ix 8.25 L I 3.12 1 I � 6.91lI j 6.91� 1 � I � G x6.0 l 1 6.0 8,06 I ZONE C2 3.82x aaz� - -I w RESIDENTIAL �x 8,22TOWNHOUSES 6.9 JI 3 8.3 x1. 1 I I 4.13x �.{.. x 59 I i •59 I O V 8.16 x 8.40 x Z I 3.89 8 - x � x 8.81 >1 1 I J44 -^^Q 544 �- 1 I3.49 x 3.4'9' H O 25\ x / 5.12 \\ 1 U S 73�4,5" E Z 45 ' � 8'0 n 4.4 5- x rre-- 9.04 I IP FD -x$,6e - -� 8.62 x I\ O ° \4 I N 1505352 N 15 4444 E x x x x x s �-32 ss8 I 49.92'LD, 8.96 �24. 1 9' $ 4 8. 8.49 / 9.34 � -44 i ��1_- 8.61 / \ �c 8,46 x x .58 x �'•J6 x x gl�' � x x�x x �,i.2 \ 84 K9. 5 I 9,55 I 10.27 I0.27 \ .97 8.9 8.24 �I x 8. \ \ \ x x 8.4 x B.Bo I 1W 70° �`14 x 9. 9 9.14ix_ �c 9.89 x 37� x 9'24 ,x' - 37�'� x 10.36 I 45. 8' x 10.36 x 10.36 �k936 I91�6 x 10.86 N 1 5056 57" t- _ =r _ x/�1-08z- n x x 10.82 t1.0o 111 101 .G7' px10,72 to a 72 -11.36 x l 11 x l .09� x 1138 C.O. O x 10.98 x x �3q_ I�x-i14'12"E - ---- x 11.26 1 1 I I I 1.8� x 11.6 W 11 87 x 11.63 NOTE: ALL LOTS AND OPEN SPACE SHALL BE i I I - I �IL GRADED TO DIRECT RUNOFF TO THE STREET I I 1 Encroa hlneht- -1 By 1 SYSTEM AND ULTIMATELY TO THE STORM I p� I Vinyl ence WATER DIVERSION BOX. N 15°04'54" E I ( I I' 1\� LEGEND GAZEBO SCALE: 1"=20' - - PROPERTY LINE -..-..-..-..-..-..-. - WETLAND LINE - - RIGHT -OF WAY -•-•-• ZONE LINE ' Tsr TEMPORARY SILT FENCE - - --- - - - - -45- - - - - EXISTING CONTOUR 50.72 EXISTING SPOT ELEVATION 18.00 PROPOSED SPOT ELEVATION 0 GRADE PROPOSED STORM DRAIN STORM DRAIN INLET STORMWATER INFILTRATION SYSTEM LIMITS OF DISTURBANCE I Z❑N C2 O x I3. 0 O x 1 •3 99.35' r---- --- x I I Ixll.Y F� C❑MME CIAL x 11,55 1}1? {5 x Il. l x 11,10 11.81 -11 L 1 x CON x R/W M Amth ------ 9--------- 1 / 1 13,48 / .48 5 G9°48'Q1:T3E 131 .G�'11.89 11.73 W 1 I 1 �- Water Slable fN.C. 90 x � ° � ��r 4ewer i5 available from 4. EXISTING MARL STREET 11.50 Third/ N 80 59 03 E TO BE PAVED MAG NAIL PD I I I I II II GO' R!W `1�1,0�10 257DIO09 5lider5 LLC DB. 136G, PG. 1022 MC. 23, PG. 101 SUBSURFACE STORMWATER INFILTRATION SYSTEM #1 (SEE DETAIL) IP FD TEMPORARY-` GRAVELLED CONSTRUCTION ENTRANCE I I I 7.71 I 7.94 xIA3 x N G treet .` = 5. 'x11.20 8 I 1 i Ix I I I I 272.78' ZONE C2 257DIO 13 Odell Williamson 50' VEGETATED SWALE m (SEE DETAIL) I 13 Normal High Water Line I 1 J -� 0 L60 I------ I Z Q 0 4.11- 46 3��i .. ��4.50 4.11 I i a '�j -1 - 6.69 1 2 w f� 7.00 6.11 t'� 0 1N 0 N O 6.7969x a 8 �8-3968 .08 _ N 69°56'29" W I "' Y 0 x I I it 6.36 79.98' I Z Q x .346.7 6.715 s I Z O x v .75 13 x 2. x �2 9 I I w 0 \ 6.65 I 0 N L 6. 3,e . 14 \ 639 3,26 1 i 0 0 H 614 /) 4% - -I I 0 m 6.9 / 5 �6.05 x3I 3.38 5.97 6.05 3.38 ( 1 O 50 x 4.23 4.23 V1 Z 10 x 15 xjr< /"` °•'S 4,10 ( L� 06 7.49 1 ' (,o. O m W 15" C-900 PVC 5 377 6.55 -67 BY-PASS o- v STORM DRAIN Z 1 15' C-900 PVC ^^ I Z J 7' 9 0 x STORMWATER I I Q J U x x d- LIFT STATION I - - 0') (SEE DETAIL) I I 16 '(4;6--GAZEBO WITH ACCESS Z U 1 J m HATCH TO STORMWATE1 tR z LIFT STATION II V 2 7.2 x - _ x 14-8'X8' BOX CULVERTS I 8 ' �U) _ STORAGE GALLERY I I 0 A z LIMITS OF INSTALLED SIDE BY SIDE 1 DISTURBANCE INV= -4.00 I 0 17 ( i = _ - J I V Traverse Along I 7 m x 6.22 x 6.22 Wood Bulkhead 7 x 1 2" STORMWATER 2180 .FORCEMAINNu, SCH 40 PVC G/r � • co 7-I � x 6.86 L_x 6.8 p �0H 0 .00 0 _j 6,99 L J699 z6"TE Li rx .56 646 O W N 4 33 733.o/ W2"X6"X \ ONu l 1000, SN� II I J I x8.23� 7.9610000 I 7.96 3 8.94 3 �' 079 9'S6 5 G5032'45" W Mt� NAIL FD zx10.26 9:05 10.20 -->� 6.34- -� O. 122 I I 11.000 2 �� I N 5 15002101 " W 1 1 �! ourt1- "1 104.311 ------� �- 23 II % 1913 O i II 9.13 I _ I 10l 5 030594G" �o 1179.60 1 9.6 42.39 I 1 o \ 3_ 24 \ I I I sYi x >L z 12.1 � 1 1 14.91' ' x 9.21 x 10.51 _ 9�_ _ _ _x 66 - x 9.55 9.55 0i u N 70 01 19 W 453.00' I LIMITS OF Covered Picnic Tables I DISTURBANCE x N 1 9°5G'20" E SUBSURFACE STORMWATER INFILTRATION SYSTEM #2 (SEE DETAIL) 2 1 5.02' ZONE C2 257DIO 1302 Ocean Isle Museum Foundation DB. 12G4, PG. 958 IRON ROD PD I lu w Lu W 3 0 w 2 '� w ¢NW Q a U 1W- co o H co rn YN�1 M M p U H 0 0 L c L- w Z U 1M� o w U 0 IrT,� AFT--�1 W ] F^•z/�I' (� wN V) Z �z 1,4 2 Z 04f rn 3 YF�N"1/i H O z 05111 1 APPROVED oes. JPN aco. JPN N RTH CAROLINA ENVIRONMENTAL DRwN. PAS MANAGEMENT COMMISSION DATE 6/2/0s 1 DI ' SI N Q1! W TER UAL 9 1 oo�N iCA I t1}eS �`�O�OF S/ jUi_ 0 3 11306LVp SCALE: 1" = 401 0 40 80 120 C LOCATION MAP F- W W D! H Ilt CD LO x Z) z SITE THIRD STREET VICINITY MAP NO SCALE Traverse of Coastal Wetland Line LINE BEARING DISTANCE Ll N 25°23'51' E 7,27' 1_2 N 14°15'05' E 25.07' 1_3 N 27010'57' E 15.34' L4 N 34°14'45' E 28,16' L5 N 32013'33' E 30.02' L6 N 29036'50' E 45.45' L7 N 21°46'34' E 41.41' 1_8 N 16*48110' E 29.21' L9 N 00041'33' W 27,24' L10 N 35°38'49' E 16,69' Lll N 24°56'23' E 35.18' L12 N 19.47'53' E 29,21' L13 N 26"10'33' E 26.40' L14 N 89°33'44' E 18,02' L15 S 75951'56' E 24.47' L16 S 68.29'20' E 27.22' L17 S 65`47'49' E 23.78' L18 S 69'51'56' E 31.93' L19 S 58°52'17' E 26.96' L20 S 67°18'34' E 25,00' L21 S 81032'55' E 32.02' L22 S 68'54'05' E 34.14' L23 S 54"11'55' E 21,24' L24 S 49°46'34' E 14,35' L25 S 05'14'34' W 18.33' L26 S 04`19'08' E 34.68' L27 S 16012'31' E 2033' L28 S 11-45'51' E 19.04' L29 N 82`15'08' W 14.78' L30 S 63°46'04' W 19,54' L31 S 22`25'20' W 23.09' Traverse of Normal High Water Line L32 S 79023'51' E 10.01, L33 S 67'59'07' E 11.90, L34 N 66022'24' E 10.63' L35 N 50°21'44' E 4.79' L36 N 48°22'09' E 14.85' L37 N 39'18'07' E 20.06, L38 I N 09°48'34' W 14.13' L39 N 32046'27' E 15.47' L40 N 16°05'56' E 14.58' L41 N 21412'38' E 34.54' L42 N 30°53'37' E 31.80' L43 N 36°57'58' E 16.76' L44 N 39°09'17' E 40.48' L45 N 20'51'49' E 22,70' L46 N 14900'03' E 29,71' L47 N 09'07'56' W 13.88' L48 N 21°00'35' E 42.27' L49 N 18'24'15' E 32,25' L50 N 55`57'31' E 16.79' L51 N 05°40'42' E 36.00' L52 N 62"16'34' E 14.57' L53 S 74°51'04' E 20.31' L54 N 87°24'41' E 17.66' L55 S 70°49'18' E 25,95' L56 S 68057'54' E 32.72' L57 S 650I1'56' E 32,37' L58 S 60°39'31' E 26,99' L59 S 68"02'36' E 28.44' L60 S 71'41'41' E 27.22' L61 S 75'16'08' E 25,72' L62 S 65°06'51' E 30.17' L63 S 56°45'29' E 24,50' L64 S 23°42'13' W 35.87' L65 S 22°24'47' E 24.94' L66 S 00617'40' W 21.77' L67 S 07°49'45' E 18.40' L68 S 82940'13' W 17.04' L69 S 55012'52' W 16.32' L70 S 32040'27' W 21.00' LEGEND SS SS OC.O. W - W -W--W--W-W- i i II II 0 O II II I I II I II ��-.- Coastal Wetland Line Marsh I 13_ Normal High Water Line L5 5 Top of Bank 5 LGO rCD 12 I Wood Walkway _ I o N G905029" W (U \��S �- - - 79.98' 13 ( 1 I 3 \ I 14 I I I High Water Line •-__� �o I �\ �� co c.o. c.0c.0. - l .0. J. 15' C 900 PVC o iF 15" C-900 PVC _ �� r -I 1 1 1 REBAR PD _ C.O. P FD _5 74013'43" E_ 100. 1 2' InSSM O 8 I TOPHTOBGRAD J I I IINV OUT = 4.70 L - - I I III L I ZONE C2- w RESIDENTIAL I TOWNHOUSES J �1 �- --- c.o. I I I ' 04 O Z ion U 5 73°0745" E U J ' C.O. 5G.47 fD I N 1 5053'52" N 1 5°44'44" e �32 1- O 1 1 I II N SSMH RIM ELEVATION = 13,37' INVERT ELEVATION IN = 5.81';: INVERT ELEVATION OUT = 5.75' 1 I II I PROPERTY LINE WETLAND LINE RIGHT -OF WAY ZONE LINE EXISTING SANITARY SEWER PROPOSED SANITARY SEWER INDIVIDUAL SS CLEAN OUT PROPOSED FIRE HYDRANT EXISTING WATER PROPOSED WATER INDIVIDUAL WATER SERVICE 49.92' 24. £ I POOL N 70° 1 5'54" W L- 45.88' I SSMH #7 (\ TOP TO GRAD 1 5°58'57" I _ _ _ _ _ _ _ _ ( m INV IN= 4.03 10 I .G7 g r Open S ace INV OUT = 3.93 I �I P SSMH 6 C.O. I 1 .,C.. TOP TO GRA �p INV IN= 3.47 I� INV OUT = 3.37 Ln 57001412"E - -� - - - - - - qw 139.72' - 1u Encroa hlneht By Vmyl ence N 15004'54" I ZONE C2 I Q 99.35' ----- COMMERCIAL z� £ "Ell 2" BLOW OFF CO C.O. a C. C.O. R/W M N - - - - W _V W N 1 9°44'OG" E 2" GATE VALVE 6" GATE �- Water 4 Sewer is available from N.C. 904. EXISTING MARL STREET Third 5tr et TO BE P VIED RN GO' M SSMH 5 FH SSMH 5A IIPFD TOP TO GRA o TOP TO GRA 10" INV IN= 2.95 i INV =6.00 I 8"INV IN=5.40 INV OUT = 2.85 ZONE C2 N N 257DIO09 51der5 LLC DB. 138G, PG. 1022 MC. 23, PG. 101 � I I V) I I INV OUT= 4.36 m m m I E4 no J H Z z o � a � w U w Y p O � (n Y � N of of z a) 0 O N 1n SSMH RIM ELEVATION = 6.67' INVERT ELEVATION IN = 3.11' INVERT ELEVATION OUT = 3.06' (41 r INSTALLED SIDE BY SIDE I 3 I F INV= - 4.00 JTraverse Along I 7 3 Wood Bulkhead _ _ I F G .0. _ _ N LIJ c..-�--� I -- J SSMH #3 I� 19 TOP TO GRAD m INV IN= 3.69 ( J O L - -1INV OUT = 3.59 5 Q 11n in Lj 1 (I I Ln 20 I o I w L --J T) I 4 V) C.O.-- -- I W I J IN �k II r----� -- N --I 21 IRua I_] Fence - _ I 3 3 Q - - S G5°32'45" W Ix-XIF I-x-x x-x-x 10.20 - - - - - - -{ I C.O. I 22 II I 2 3 I N Z IL o' I--�1 j ' C.o. - - xx S 15002'0 I " W 3 n('�s Court � I ' 104.3 1 ' I • 1 I I 23 , I I i 1 , L--iJ 1 - -� - _ S 03°59'4G" E " �l'� SSMH I I it F-- 42.39' I 13 N RIM ELEVATION = 6,21' U x INVERT ELEVATION IN = 1.5E U 1 I INVERT ELEVATION OUT = 1, x I-x x x x-x 24 x-x-x� _ C.O. _L _- - -- 1 14.9 1_' g� 3 0 - W -�°= W4T�0>7'- -� " iV 76°�I ice" w" -" 1E 1 �6" GATE VALVE 6%6" TAPPING Covered Picnic Tables I SLEEVE & VALVE i NEW SSMH TO BE Unimproved Street I 3 I CONSTRUCTED BY 10` 10" 272.78' 215.02 ' IRON ROD FD SSMH 2 TOP TO GRAD I ( 3 INV IN= 2.72 INV OUT = 2.62 I I ZONE C2 I ZONE C2 --14-8'X8' BOX CULVERTS I 257D1013 257DIO 1 302 Odell Williamson I Ocean Isle Museum Foundation DB. 1 2G4, PG. 958 IN I I I I F_ CUTTING EXISTING LINE SCALE: 1'1 = 40' 0 40 80 120 14 z mi Q V H 0 z z J V z M i J Z C� >- ll�m W U) a z = M Mc Im UZ H rn rn I I T v v C z w 0 U w a ii. w V �j z o N W U z 1--i of z (� N rn i--j 3 O H 05111 DES. JPN CUD. JPN DRWN. PAS DATE 6A/05 C2 a 0 STEEL OR WOOD POST - WIRE MESH FOR STANDARD FABRIC STANDARD OR EXTRA STRENGTH MIN. 14 GA. 6x6 MESH o N BE FOR STANDARD FABRIC I FILTER FABRIC / N 2 W F- a0 4J— DIRECTION OF WATER FLOW z ANCHOR FABRIC SKIRT MIN. 8" DEEP & 4" WIDE. z NOTES: 1. SYN. FENCE FABRIC SHALL BE MIN. OF 30" IN WIDTH WITH 30 LB/IN TENSILE STRENGTH FOR STANDARD FABRIC AND 50 LB/IN FOR EXTRA STRENGTH. 2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINTS ARE NECESSARY, LAP FABRIC POST TO POST. 3. STEEL POST SHALL BE MIN 4' IN HEIGHT AND BE OF THE SELF -FASTENER STEEL ANGLE TYPE. 4. WOOD POST SHALL BE A MIN. OF 4' IN HEIGHT AND 4" IN DIAMETER. FABRIC SHALL BE FASTENED TO WOODEN POST WITH NOT LESS THAN #9 WIRE STAPLE 1" LONG OR TIE WIRES. TEMPORARY SILT FENCE NTS TOOLED 1/2" EXPANSION ,•' •' 30' MAX. SPACING JOINT MATERIAL EXPANSION JOINT (E.J.) /'' DEEP w i/8R TOOLED JOINT CONTRACTION JOINT (C.J.) P1Ad SIDEWALK JOINT DETAILS NTS 30' R.O.W. 3' 6' 12 1CONCRETE EDGING 27 r (BOTH SIDES) Mqk +I 1/4" PER FT. SLOPE 1/2 PER Ff. 1 1/2" S 9.5 ABC SURFACE COURSE (NCDOT) - 6" ABC BASE COURSE (NCDOT) NOTE: PAVEMENT SECTION MAY VARY DEPENDING UPON FIELD CONDITIONS. CONTRACTOR SHALL COORDINATE w/OWNER & GEOTECHNICAL ENGINEER TO DETERMINE ACTUAL PAVEMENT SECTION. PAVEMENT SECTION NTS 1/2" S 9.5 ABC SURFACE COURSE (NCDOT) 3' PER SLOPE \---6" ABC BASE COURSE (NCDOT) SECTION N.T.S. 1/4' WIRE MESH - 5' STEEL POST SELF -FASTENER TEFL ANGLE TYPE) SEDIMENT CONTROL " 1: ; STONE 1'-6' 2' NOTES: SECTION A -A MULTI -DIRECTIONAL FLOW INLET PROTECTION NTS 1, SEDIMENT CONTROL STONE SHALL BE 85 OR Y57 AND SHALL BE PAID FOR AT THE CONTRACT UNIT PRICE PER TON 'SEDIMENT CONTROL STONE." 2. WIRE MESH SHALL BE HARDWARE CLOTH 19 GAGE MIN. AND SHALL HAVE 1/4' MESH OPENINGS. TEMPORARY GRAVELLED CONSTRUCTION ENTRANCE NTS 2-2 1/2' HOSE 4 1/2" PUMPER CONNECTION FACCE TO CENTER LINE OF STREET WORD 'WATER" ON COVER C.I. VALVE BOX GATE VALVE MIN. SIZE 6" TURN RIGHT TO OPEN — NOTE: i-SEE JOINT RESTRAINT DETAIL 2-DUCTILE IRON PIPE REQUIRED ON ALL HYDRANT BRANCH LINES HYDRANT TO HAVE BREAK SECTION OR REMOVABLE BARREL BURY LINE FLUSH WITH FINISH GRADE 11A1121 )L— CONCRETE PAD 15" X 15" X 6" HYDRANTS SHALL BE: MUELLER CENTURION GUIDELINES FOR STANDARD HYDRANT NIT VEGETATIVE FILTER KEYSTONE WALL 10' WIDE VEGETATIVE FILTER 10' VEGETATIVE FILTER CROSS-SECTION NTS ►nn���ammrlr NEED SEWER GUARDS. STAINLESS STEEL IN PAVEMENT AREA AND PLASTIC IN NON STANDARD MANHOLE PAVEMENT AREAS. FRAME & COVER, SEE DETAIL BITUMINOUS IMPREGENATED YARN FRAME SEAL TYPE "N" MASONRY MORTAR, 1" MAXIMUM io ECCENTRIC CONE ' oW SECTION (TYPICAL) MANHOLE `°:• STEPS-16" 0 1" BUTYL MASTIC ° O.C. VERT. p ROPE SEALER MAXIMUM c 5" MIN. PRECAST 48" MANHOLE SECTIONS AS REQUIRED 4' -0" ° w ASTM C478, INTEGRAL 0 FLOOR, UNLESS v' SHOWN OTHERWISE g" -CONCRETE TYP. '.2' f illsl ��P��7% PRECAST CONCRETE GRADE ADJUSTMENT RINGS -MIN. 4" HIGH (MAXIMUM OF 2) NOTES: 1. NEOPRENE BOOT, KOR-N-SEAL OR EQUAL, TO BE USED ON ALL PRECAST MANHOLES WITH ALL TYPES OF PIPES. 2. PIPE CLAMP (300-SERIES NON- MAGNETIC CORROSION -RESISTANT STEEL). 3. EXPANSION BAND (KORBAND 6061-T6 ALUMINUM ALLOY WITH A BLACK ANODIZED SURFACE °. NEOPRENE SEE BOOT NOTE 3 SEE NOTE n 2 CONCRETE to = AGGREGATE BED, NO. 57 STONE 6" CONCRETE BASE IN FORM INVERT TO MATCH TYP. PIPE SLOPE NOTE: ALL MANHOLES WITHIN NCDOT RIGHT OF WAY SHALL BE CONSTRUCTED PER NCDOT STANDARDS. STANDARD PRECAST CONCRETE MANHOLE NOT TO SCALE SLOW DISCHARGE PIPE ALLOW OUTSIDE SPACE IN EXCAVATION TO CEMENT DISCH. PIPE IN POSITION PUMP TANK ACCESS HATCH / 32"X48" W/ 81LC0 #Q-6AL OR APPROVED EQUAL STORMDRAIN LINE IN PLAN PUN 20 TURN ON LEVEL= ELEV -4.10 1� TURN OFF LEVEL= ELEV -5.10 j=C. T PE" . SYSTEM GROUND 1 8 CU.,1/2" C. W/ 3/4" CU. CLAD DRIVEN GROUND ROD SERVICE 100 A., 3PH. 4W,120/24OV. PANEL 100A. 3PH. MLO CU BUSS, NEMA 3R ENCL W/ LOCKABLE DOOR, NQOB CIRCUITS: 1-3P, 75A BKR,3 4, W/GRND,CONTR. CAB. 1-iP, 20A BKR,2 12, W/GRND, RECPT. 2' FORCEMAIN 1-1P, 20A 8KR,2 12, W/GRND, ALARM 1-1P, 20A BKR, SPARE THE RECEPT.IS MTD. ON SIDE OF POWER PANEL OR AS READ, AND W/ WATER PROOF COVER PROVIDE SEAL -OFF FIRINGS ON ALL CONDUITS CONNECTING TO LIFT STA.-GAS TIGHT PROVIDE NEMA 4X CONTROL PANEL W/ HOA SWITCH. NOTE: THE CONTRACTOR SHALL VERIFY AVAILABLE POWER, VOLTAGE, ETC. PRIOR TO ORDERING EQUIPMENT & ADJUST CIRCUITS AS REQD.W/ENGINEER APPROVAL. ALL WORK PER CURRENT NEC. SEE SITE PLAN (ELEC) FOR ELEC. SOURCE. SECTION STEPS, ® 12" O.C. INVERT IN =-4.10 ORMDRAIN (SEE PLAN iR SIZE) 12" UP ALL MOUND NAM LIGHT, MAY ROTATE 90d INCREMENTS ;ONTROL PANELAEMA 4X CONDUIT(S) UNISIRUT,HEAW DUTY, HOT DIP GALV. FRAME, 30' BURY, 1Y DIA CONC. ENCASE. TOP ELEV =8.50 MIN. L 2" GATE VALVE IN BOX INCLUDE WRENCH FOR ACTUATION — 2" FORCE MAIN, SEE PLAN FOR SIZE AND CONTINUATION 8'-0" DIA PRECAST CONCRETE BOTTOM ELEV=-7.00 STORMWATER GRINDER PUMP TO PUMP 22 GPM 0 20 FT TDH USE TSURUMI MODEL LB2-400 STORMWATER PUMP STATION DETAIL N.T.S. SYSTEM OPERATION: 1. PUMPS ARE ACTIVATED BY TURN ON FLOAT AND OPERATE IF BOTH OF 2 CONDITIONS ARE MET. FIRST IS SIGNAL THAT ON LEVEL HAS BEEN REACHED. SECOND IS 24 HOURS HAS PASSED SINCE SYSTEM HAS OPERATED. 2. PUMP WILL CUT OFF AT TURN OFF LEVEL. T %' J ", J r 0] m J o a o z z a o � a � U V) W a o O j t/1 Y N �c/i � z N n N 1!oni Ict: Z V Z n W Z ~ J V Z �C chi Z V JW V/ as z F W 0 � M� W ui � N � Lu w 3 2 di O Z Q U F zto It H `rnI I M M E U O o co w v v Y c r7 Z U ��zW zr- 00 F�1 �W N Z. w O U Z N J z O O z U 05111 DES. JPN CKD. JPN ORwv. PA � DAME 6/2 5 C3 z_ PAVED STREET OR GRADE MANHOLE TOP & FRAME MANHOLE TOP & FRAME ...... . ................................................. FOR ACCESS TO EACH FOR ACCESS TO EACH _ `n _II _ -_ CULVERT RUN CULVERT RUN _ GRADE ' II II a a 40 M U 4 3.8 MIN. atoll 1o" Oa�/a[ �, aa -1 I=1 I I oD I I I -I I I=1 I I-1 IJ I-1 I=1' o OD fill PERFORATED #57 WASHED STONE o b PLASTIC PIPE 25' IN FILTER FABRIC ,\Oc R•• INFILTRATION AREA #1 & #2 CROSS SECTION NTS 8 &OFT 8„ 8„ 8.OFT 8„ NOTE: EACH BASIN IS 125 FEET LONG. 0 0 15" C-900 PVC CONNECTOR TO 00 24" RCP 0° THE STORMWATER CONNECTOR DIVERSION BOX i - INVERT = -4.00 1 I ��- I I 1 1 ro 00 BOX CULVERT STORAGE GALLERY (TYPICAL) NTS NOTES: 1. ALL JOINTS SHALL BE WATERTIGHT PER ASTM STANDARDS. END BOXES SHALL BE MANUFACTURED WITH END CAPS, (LIKE A 8'x8'x8' BOX.) 2. THE BOX CULVERT RUNS SHALL BE CONNECTED WITH A 24" RCP CONNECTOR. 3. MANHOLE TOP & FRAME SHALL BE PROVIDED IN EACH CULVERT RUN. 4. PROVIDE ANTI -FLOATATION LIP ALONG OPPOSING SIDES OF THE CULVERT RUNS. 3-15" C-90C PIPE TO STOR INV= -4.00 DIVERSION BOX CATCH BASIN NTS maligilmililm GY///AY///aY//JAY/SAY//JAY/SAY//lAY//Jwl ;ONCRETE THRUST WELDED ANCHOR f AD END 7 � SEE N( VIEW SECTION "A -A" SCHEDULE OF ANCHOR RING AND CONCRETE THRUST BLOCK DIMENSIONS AT WATER MAIN ENDS DIAMETER OF PIPE ANCHOR PoNG A CONCRETE THRUST BLOCK RINGS REO'D I PER PIPE Jt B I C 6" 8' 12" 2 1 -0 2 -0 1 16 2 1 -4 2 -4 1 20 3 1 -4 2 -4 1 24 3" 1 -4 2'-4" 2 4 1 -4 2'-6" 2 330 36" 4 1 -4 2-6 1 2 15" C-900 PVC BY PASS INV=5.00 ALL AROUND 4TI-FLOATATION .,M T,1 NOTES: 1. SIZE OF CONCRETE THRUST BLOCK AROUND ANCHOR RINGS TO BE DETERMINED BY TRENCH DIMENSION PLUS EXTENSION 'B' INTO SIDES AND BOTTOM AS SHOWN IN SCHEDULE. CONCRETE INTO SIDES OF DITCH TO BE POURED AGAINST FIRM UNDISTURBED GROUND. FILL AGAINST BLOCKING TO BE COMPACTED TO 90% PROCTOR FOR LENGTH ALONG THE PIPE OF AT LEAST 6'-0". 2. EACH SIDE FOR PIPE WITH ONE ANCHOR, LOCATE ANCHOR 4'-0" FROM DEAD- END AS SHOWN FOR PIPE WITH TWO ANCHORS, LOCATE FIRST ANCHOR 3'-0" BACK FROM DEAD END AND LOCATE SECOND ANCHOR 9'-0" FROM FIRST ANCHOR. 3. WHERE THRUST BLOCK OCCURS, THE TRENCH SHOULD BE AT THE MINIMUM WIDIH. 4. CONCRETE SHALL HAVE MINIMUM 28 DAYS COMPRESSIVE STRENGTH OF 3000 PSI. 5. USE DUCTILE IRON PIPE FOR 10' ON EACH SIDE OF THRUST COLLAR. GUIDELINES FOR THRUST COLLAR INSTALLATION NTS WALL AMPERED IACKFILL DEAD END i WALL INFILTRATION AREA #1 PLAN NTS SHWT = 7.67' 2" SCH 40 PVC ;EMAIN i"x6" 40 PVC TEE TEMPORARY/PERMANENT GRASS SPECIFICATION 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS. 2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH. 3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES SMOOTH AND UNIFORM. LI 4. APPLY AGRICULTURAL ME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL. LIME: 45 LBS. PER 1000 S.F. PHOSPHOROUS: 20 LBS PER 1000 S.F. FERTILIZER: 17 LBS. PER 1000 S.F. 5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, UNIFORM SEED BED IS PREPARED 4-6 INCHES DEEP. 6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY. 2 - 3 LBS PER 1000 S.F. (SEE MIXTURE BELOW) 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. GRAIN STRAW & HAY AT 75 TO 100 LBS PER 1000 S.F. WOOD CHIPS AT 500 LBS. PER 1000 S.F. JUTE & MESH AS PER MANUFACTURER 8. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND APPLIED AT A RATE OF 1000 GAL.. PER ACRE FOR SLOPE STABIUZATION, AND 150 GAL. PER TON OF STRAW FOR ANCHORING STRAW. 9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES. 10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT, AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. 11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE: 20% CARPET GRASS 249 BERMUDA GRASS 20% TURF FESCUE 10% CREEPING RED FESCUE 247 ANNUAL RYE GRASS *BERMUDA SEED SHALL BE HULLED FOR WARM WEATHER PLANTING. PURITY OF SEED SHALL BE A MIN. OF 98% AND GERMINATION SHALL BE A MIN. OF 85%. ALL DISTURBED AREA SHALL BE SEEDED WITHIN 15 DAYS OF THE COMPLETION OF GRADING. CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE. EROSION CONTROL NOTES AND MAINTENANCE PLAN: 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO SYSTEM #2 TO MAINTAIN ALL PRACTICES AS DESIGNED. 2. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION OR AS SOON THEREAFTER AS POSSIBLE. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF - PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. 3. MAINTAIN THE GRAVEL CONSTRUCTION ENTRANCES IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THE CONTRACTOR SHALL INSPECT THE CONSTRUCTION ENTRANCES ON A DAILY BASIS. THIS WILL REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL NO. 4 STONE. ANY OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS SHALL BE REMOVED IMMEDIATELY. 4. INSTALL EROSION CONTROL MEASURES AROUND THE DROP INLETS AS SHOWN ON THE PLANS TO TRAP SILT DURING CONSTRUCTION. INSPECT THE EROSION CONTROL AROUND THE INLETS AFTER EACH RAIN AND MAKE REPAIRS IMMEDIATELY. REMOVE SEDIMENT WHEN IT BECOMES 0.50' DEEP TO PROVIDE ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED, REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL AND EITHER SALVAGE OR DISPOSE OF IT PROPERLY. BRING THE DISTURBED AREA TO PROPER GRADE AND APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE DROP INLETS. 5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES 0.5 FT DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. 6. NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL TO 3 HORIZONTAL UNLESS OTHERWISE SPECIFIED ON THE PLAN. ALL SLOPES SHALL BE SEEDED AND STABILIZED WITHIN 15 DAYS. 7. NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL TO 3 HORIZONTAL UNLESS OTHERWISE SPECIFIED ON THE PLAN. ALL SLOPES SHALL BE SEEDED AND STABILIZED WITHIN 15 DAYS. 8. ALL DISTURBED AREAS SHALL BE SEEDED WITHIN 15 DAYS OF DISTURBANCE. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. 9. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF THOSE SHOWN ON THIS PLAN ARE NOT EFFECTIVE. 10. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE THE PROJECT IS COMPLETED. 11. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT CLOSEOUT. J a H- z z O L=- a qy U LNd W O 7 0 N `L ai N 0 O z Q O N J ED N Q z O Q TU `i er�yrr Id. z r N Z H Q O Z (n �e ca Z V J W cl) a s W �zr W Lu 6E ! UU Lu FQ 3 w w y� ,;; O za0Wl- u`0 o H rn rn I I M M V o_ o_ �-i 0) CA y z w Z O U a � w U R/ V Z o W N W U Z i z N rn 3 O O 05111 Des JPN CKD. JPN DRWN. PAS 1S DATE 6/215 C4 0Ely E juN 12 2006 i DIVISION OF COASTAL MANAGEMENT Wetland Survey For; The Penln5UIa At Ocean 151e Beach, LLC 5'--Te p Qw+'FIaTY. N.C. a Sa IOa 150 wkI•-90 "11.2 Nr 0 m U Z 155355 [ xwm,l ngn wxc.t« Canal wGLVitl Wxve+. w 3.ti 2,. 57P 11'12-C 139.]Y IaC,rc WNm»n b, lao,n, weu.mn ,re v an a N OPRE. zoo10.7 50, 4. 10.75 ACRES BY COJ.FOINATPS (* i UPIAND ARfq 35Ga AR[A IOfI ur 5 2a0.o A B-0. R. 6356E CC R. 4.60 ACRES 0.15 ACRES �� u BY COORDINATES BY COOFDINAiFS Q , 1 } Ili} iS Som-c 0.5 CQ0.� T-- A CwaYl wctl,nG Lre NNf B[AWNG O!5i,.VC[ LI 5]9'235PC 10.01' l2 56T590TC 11.90 13 N W22'2T t 1063' L4 N 5121'94' [ 4.79' LS N9B'22O%'E Ia.B 5' L6 N39'I00]'C I].]7 L7 13%'IOOTC 62% IG N09.4034'w 4,13' L9 N32V62]'C 154T LIO NI"M 56'C 19.8 LII N21•12'3&f 26T L12 N21'12'3E'E 31.CT L15 N3P53'3]'C IP 9B' LI4 N3P53'3TC 12.52' LIS N36.450'C 16,7G' LI6 N39C%1]'[ 23.16 117 .3W 17-C 1731' UB u2r151'49'C 22.]O U9 N14Y%)D3'[ 155a' 120 N14W5t 14,IT ¢I N0 756'W 13 M' U2 N21 W35'C 42,2T .3 N IB'24'15'C 32.25' N ISHCC[ 4.2Y ThIrr, Street N�Snea x 6Y5922' W M>.dY 4 WARD a, -a JNORRI5 0�C2 Land 5urveyom. P.A. North Grdnu I to Cardlm mPec- oso,-Is zonC C2 pn. Izu. r0. 95e new oswlswe3nv x5>N9 �1� rv✓. He xa,er ' 09. rG. 01 MC. 231 G 23. rL. I OI oCcuSwoumm Second Street 257D101301 Town Of Ocean 151e Dl3. G 14, PG. 755 13 12 3 2 IRON ROD wn.wos ccznrlrwTlw rox � s. AwrLONn a cxcwars Tna �.m w<ue «y dwa qx,r<..,� e.yne _.,rvdue l,mcw.da�o,4w ac. a�a e.«L he R)1f 1907 em mte.lb 4'Vmm,vn vn ,ee wlvytt CwydGgmva WCC,Ma us. ,.,Mµ dr�9��,cm•�,.,mme v,r< qf6: bA'^9 rrary�Mcwwa bsd m nlvnuLm kW n qe bw..n Crony Lv dlve. 0,a- mT- male. 11--WE wp 375357 W 3 C. Jv4d a2�91 qn ryrttl,rry n In x �n ]mu,t 1414e IS a awnn nerfm. �veve uC 33. 19. W vcrYe OE 23IYv, Py. 1p3]. LEGEND � Ms aurvLd aa^bM> Wi VIuntl n qe b,-^3. N � • P.m,. re..ev�w�e.w.sw... $ • cero� rne.�w rv.e a N� J 5nEET 1 OF 2 ■ , v r• Wetland Survey For; thaw w�:w 1,a The Penln5ula At Ocean 151e Beach, LLC � SUMe tpve'rP Duw Gu2Y. M C. - 0 59 IW 159 Srrle I' � SD Mry 1 I, y / 1 mug Nye W,N Lrc ()Cmf 7-ac,J 43 s OJ.12 Canal g V - rP.vMVS _ y dl � i L 9 - x I S'SE'ST C 1 D1.6T JNORRI5 4 WARD a, Land 5ur cyor5. P.A. u>+� North Grohna 4 5.uth GrPLna a' o.. rv�xe. PUP( w+m 9 ]P14'ITf 139 J2 140ue Wvmi 2 L+D„<wvW� Ce�n. rn z. •"a TOTAL AREA 2OG51 O.] 50. 4 75 ACRES BY WINATF UPIPND AR 'NCTUND ARfA 200296.E 50. PT. 6356.8 50. FT. �IO�Sry , 4 60 ACRES 0.15 ACRCS e BY COORDINATES BY COORDINATES g o 4 LA(,-: %I WCIIM•. N1- L'R I I�ttii iS S&*rc aS Caa7f.L 6rU1'l Mr•1( �l4kff" a 'Mri( Trvrae I(. wwwwLrc Tneae MW -Le 11N[ B NG 05TF e LI 579'23'51'C 10 11' 12 56T59 TC II." 13 N G 22'240 E O 33' L4 NS 21'44'E 4.79 LS N40'22G9'f 4.^5' LG N3TI00TC 13]]' V N3T ICUT f 6.29' ,8 N 09'4034' w 14.13' 19 N32' 6GTrE 1547' LID 1'Gtl5'5ct 14.50' LII N21•1238'f 2.67 LI2 N21.1238'f 31 B]' L13 N3P533TE IB.9B' L14 Y3P53'3Tf 128 L15 N365T50'f 1616' 116 N3999'ITf 23.16' ll] N39YYYITf [7.31' L10 rv2P51'4gf C2.T 0 L19 N 14ViN3'f _ 15.54' L20 N14V003'e 14.17' L21 N D9YY/'S6' 15 M L22 N21 W35'C 227 L23 NIO'24'15'C 32.25' 94406• [ 4,22 roxe cz SINen DD. 13ec. rc. �Dzz Mc. 3. re. DI T1,1rd Street VmpcvL 9 zox! cz oe<iwi 01..�0.. Second Street N 13 m ,P r, a 12 3 GY GTT W 90' frLd65Tx¢r xo 5e,k a.._,1 xa,.,N�.W.-1k 9 e 7 6 124 N55-5]'31-C 16J9' 125 v 05-40i2' C 36 W 126 N6T 1639'C H.57' 127 5]4.51 W-E 2D.31- 1 a NOT24'41-f 17.66' U5 57P4g1 C'C 2595' oo 5Gb9T54'C 11.]T DI 560'ST5e-C 20.96' .2 515-11'16'E 29.65' l33 565'11'56'E 2]2' L34 56P393PE 2699' 05 560923CC 21,17' 06 5 6D92'3C C 7.2T 07 571"111'C 27.22' L3B 9]5.16W'f 16.03' .9 5]5'16W'Et 9.62' Lb 565Y 51-C 30.1]' L41 5 56M529' E 24.50 L42 523'42'13'W 35.OT 143 5 22244T C 24.94' L44 5W I740W 21]]' L45 50T4945'f 1040 L46 502'4013.W 17.04' L47 5559252'w 16.32' LU 53P4653'w 1 21.25' 5 KLiVNLS QAIfIUPpI kR V.S. MN, CORF VMGVCCRS W2Wa W.WrM>tlm pul +vWably Geptta u. v�>ti w.m �yawe a ate.-.rce y ue um'+9'Y<m M ene. Vr9m ucc e, T,^%.. '�I�1s� mM1e V�um 4 �wluvq Itiv�00] 4mry rvya d [rgircm WeWwf DeewYe wx.l. V S..,mry (wpad ryve4cPsa+tM Dne 3 xp16: 2rYry ass,>m m.no.,,•�a mba..x Wx mT-10 Wc!lcdlmun.ve Rat�Wp 3/3351 O03 C. - 4-2,91 Na p+M,ppe+ra b 4 n:a�u A! 14, xf I S a vMnw ncw- 4krvX� MC 33, pq. 302. Na'.re DO C.., 1D9]. LEGEND U Tcz •uwe aymmn wl 453 W X ]T] I�19' W an in awq, N � • Pam Vrvea we.o.5w.n 03 O � 5n 3 • c,.ac. wa.,.�. fam L 15 02' T9rvf ow• U DBY 1264. PL. 910 _ 257DI01301 Town Of Ocean 15le DD. G 14, PG. 755 PION ROD 5NEET I OF 2 O _1 Normal Niyh Water. Line m Normal F1icJh Water Line _ 30' Coastal Shoreline Buffer 75' AEC Joint 404 / Coastal Marsh Limit O' New Bulkhead, Landward of Wetland P O a L ! a U c ! VILIM6 ODELL Oe mR. RO M3 2 CAUSEWAY M t O DEEM IriE XE , K 2R aPRn SPDcR O O Wrzer . 5ewe o ava.hble kun ,y.G y0a, ^/ fie[ Ary SR@I Joint 404 / Coastal Marsh Limit 1 New Bulkhead, Landward of Second Street Note: Portion of the site will be located within a VE flood zone as of June 1, 2006, ORIGINAL DESIGN AND DRAWINGS BY: 14.d J1 1Y ,L'. I .. NORRIS, KUSKB gL TUNSTALI. CONSUL'I'ING ENGINEERS, INC. JUN 12 2006 DIVISION OF'� UOASTAL MANAGEMENT y � '6wnaa& s� to' '/EGETATED SWALE (uE IKTLL) i— �rmal High Water Line —Joint 404 / Coastal Marsh Unit —New Bulkhead, Landward of Wet Ex Wood Bulkhead le 30' Coastal m n 75' AEC Line ? 3� 21 Buffer OEMERA71� WILDERS 1,. DR 2255. Rn O10 59R Im"', qR, OAR RIDGE, K 2]]10 .ereC P¢mc pbk wn o Unimproved Sn.., nsnueuR� I � In SEE PUN F01 ORIENTATION CONIC. COLLAR PLAN ASPHALT PI E PRECAST 51 E OR C BRICK MASONRY — FLOW 6. MOO PSI CONC.� SECTION DROP INLET DETAIL NTS ORIGINAL DESIGN AND DRAWINGS BY: NORRIS, KUSKE & TUNSTAI.1. CONSUI.PING ENGINEERS, INC. �N,T-, .. . 01.1 X - ..c . Nc. Pxw� ... tA,o> T.I-w<. INFILTRATION AREA #1 & #2 CROSS SECTION NIS NOTE: EACH BASIN IS 125 FEET LONG. v !■L �� .•,fiIlMlEN0. E ".�i I M67�iJ��9�lII9�0 xotEs:I WE M CON IE RMU51 HOCK AROUND A10Mx RNEA TO H OE2RLRNEO FT IREWN N4RWOR WOs E"I. '11 M0 s ARE, 6Ortw . TN]NM w SCNEDNE. CONCRETE MO 9Hs OF OIM TO BE RMAOO AGAINST ORx L NMt1LN%O 6RDMND. ru .YJgST KOwM 10 H CORRKRO TO MR, RROCIw rw LENGTH ALWL 1x NM M AT L T 6'-0" ]. EKN SM FOR 1,WM ONE AgW WOR. LOCATE AICMw -0- TR D- END r5 SHORN FOR NO RFF . CNS. LOCATE ERSI ARM, 1'-0- OK% TOE MAD ENO .AND LOCATE HCMA N ETOR 9 '-0' . r T ACRON. ONORT1 WOE 0NT OOO O2U6 RE NS O PATEN H A MICRON NRNNI ROIR ...M LNOIRRa xM I.I IDOOS OWE OF R M01"O]OL R9. s N[ OEIEE RAN Ii1 RA IF H VCx SH Q IIMI W WL GUIDELINES FOR THRUST COLLAR INSTALLATION NTS yo/nd ..N,a/rLa$aimomi `,�•rou']„ .gRLc. fD'EH.LNoavmOmfn� '�]Drlea/lanin. �Al ®fiF., 2. 2522 " 16.mt T.A. 281102 910-1152-0001 TEMPORARYIPERMANE.NT GRASS SPECIFICATION p6('Lrs[CwNC2MO r u0 VRGO 7CNMR ] MpCE HEV MR ]. AN RE [MAE AREA 10. f KM H TN, ]. . NINE INWS ANDOLNER MITI.. L.fWKLf KRYRNRL W[ .LO I[RIMI][R WONA, uO NN NRN SAL. WE��if�l6y5.;RRLR SI. RMRIIDG Il �. LEA IUU f f. 0 ptLRR( 1`I/Q6 Ai0R2 RLL. WLKROEO, IOW... W. H0 e- YED ON A tWTIE NIEHIED SE. H0 xO C N Y[O LORL.. ] - 1 . WR 1. v. YE wa¢ Htw) ]. u rRw.lR lfll AT la TO 1 �a PER 1. SF M A WIN AS RR LwCR RiRi E. AWNLI M MOOM1O MNw . H RR E-, INAMN M AN"°OjA 1. w. � aN o sm rF R "m : •awRw. v. wfD[� w,w�i�f[�i=,. . r ft. 9MD i W LO) rpY1gRMTI¢wLSPVgaI[9��lpFEUMINNG OWNNLQN DW. FERMOER 10. NO fLHAG rnr]1W R[ YW(ML Lp(R rs [f1.IHID(D.IM/.RtM. A9 11. HLO 1. 1EW4F AA NERNW" Yq,GIOIs s,xLL H: w Gw[T pMf 1. H.QW ]m R,w FEMME ION arENN, RD rtYix ].R ANAM N't arcs q !N!pw YEO SI IN NALED FOR AWN RAMR QYMI.W 9Wl Z �OLa. Or L.N. Ax. H RAN ONO .0 .. TALL H YEHO NINN if . AT M COWlRw CP 1 aMY. OlKEN AN fDt axrsLRnip YMO rpR /OL IONN. MONMIOI MWE9Y OMR ATCRNR MS FOR KWAREN O MARK. Af R E bpE KGLIAIOM LRS ME 1. wILR M WLL IN[N LK MUIONE, O1NER I. YM. WY H N NNI EROSION CONTROL NOTES AND MNNTENANCE PUN: I. Al CROWN AND YTA[M CARPAL NAAC MS ML K CNECRD FOR SIAHIP .AND OWRAIA ralwR< MR ROEYr-NgHICRO R.vlAl KIT A NO ORM LEM TN N ONCE CKM rEER. ANY M[HD WRAPS NIX H WH NNOwIELI m . yL NYC ICER M CLSIOOD, ]. N6tAl E. CENTRAL NEAV NEs H... CONs1NAOMN OR /5 V OIN M@EATTER AS PoSyHF. Al EWSUN AND YOL[AT WMRAL NMCK6 NRl H OIECREA FOR sTARIM1 ARE OREMTION ralANxr EYOO NANOFI- WNIKJf RAINFALL M N NO EASE LCM . ONCE NEW WE., ANY NEEDED W. RL H N.H N WONR1 lO NANIAN ALL NAA C[5 AS HwcD 1 NWttlN TH OYKL COd1WC1W LMRAI N A CwORCN tO PRMM WE, OR YFIOM MR"NOT IFANL M OMR '. TR. 1. CpnANCTw f ER RZ CCI5IRUCIOx ENTRANCES ON . (ART EARVi Mf K, LECVM MNOOC FOR ORSSNC WIN AOwOYL N0.. $ ONE. ]NY 06QCRO NITS NATURNZ S4L[0. R NEO. OR1R.CRED ONTO NVHN: RYAANS $WY AIR... W[WRLv. .. WSINL ERO9OI CONTROL WAVRES ARCANE tNE ORw IWm AS TORN w 1NE W NO TR.N Kt MNL CCNfRtllIM MGECI ONE1. AJMItp1 NW NO TIE Mfrs AISR EACN RAN ARE RARE RE1. RMwTIII WYORT YMM WON R HC4[S a5T HEN IO PRwOE IRORTE $.. FOR VESEWEM RAMS. WI[N THE CWwMOW ORANPH AEA. N5 KEN AHONtLLT WA ZED, RENOE ALL WTEIMLs AN WY A,VAHE fw ARE DINER SNvrC[ ON OSNOY M R PRDRE$T, 6RN6 IW WRIARIEE AREA TO PROPER GRADE AND ANRIO1RATELT SafRJZE AL DAL AYES ATOM 1K OEIN RAC" os ', EEEV PLR( RN�1 �OO . TEOft M W, PME H REARK. HEWS WCOVARr TO NW1AN A RVNHA. 6, NO CN ON FALL VMS swAt LAOED A 510E MORE M I KMEAL 10 ] NC/RWTA LNLES OMERNNA fRwEO w M NAL Nl YCRS slWt IN MICRO AO sR6R1]EO . 15 DA2 ]. M M ON ML ROWS Y L EXCEED A SOE YM[ O I ANTµ TO l IOHOOA 0665 ONNERVEE SK(Owo ON 1W RAN. ALL YCL;s s H MEMO AO MAKQED WNN 15 ORS 6. ALL C5TURHD .. H UEHO WINK 11 . M Mtatt NTH, ALL MEMO AIEAS NAL H rEMAOro. WYEHO As WCESWT. ARE NACMD ACCwONC TO sR:CiY RANI N ONEKHIMM RW 10 NWINT A YYµOR, HARE KHIRZ CO•ER. S. NONE STRNDEM xLLWES $Wll H USED E. D ID Ll LIr THEM y10NN ON M ..WE .1 ErrECIM, 10. ALL ERDSpN YMLL H COARWALED IWLLOxG TH YOKS HEO51W PRE EC1 5 COYPLITED. 1, KNEW TPMART WA.fVAAs IIPOx CWRLION EN PLATER. AL RRNVLM NEVWRES N H WO EfIAHSNLD MORE RNWECI CLOMM7 THE PENINSULA 1 2/9/06 NA I Applicant 1 V=200 1 00-00-000 1 DETAILS CLC ,I lµ�0lA0'CABRK ,� STEEL OR WA-O POST MRE YES,'0R 5iµ. [ARRIC — "ANDA O OR LXTM STRENOM E ITER FABRIC —MKcPOm OF PATER ROTE �µLNSN FABRIC SORT MM. B- DEEP • ' MCC. NOrts: I. Y "P. mNSIE SRww;LM FOR S,AIIOµD EABRCM nM AND'A WIN FON E[TW STMEN6M, ]. ENONC SNA l BE CCN,MVOS a.. r JOM15 ME ....SSWI. W EAi9TC MOST TO POST. ]. STEEL POST SKI R MN [' M NEIG„ AND BE O ME MIS -FASTENER STEEL .wB1E TYPE. [, ROCO RDST S BE A MM. BF [' M HEIGHT µ0 W BMYETER, EA91[ S BE FASTENED TO Y . KS, RDN NET IESS ARµ /9 MBE STAINS LEND OR TIE APES, TEMPORARY SILT FENCE Nrs �t6Y N s10E W ALH JOINT DETAILS I I/]' 5 95 . MWXf CORM (NOWT) "'w (NmoT) NOTE: PAVCNEx, SECTION YAY AM DEPCNCNO VNN e,-, CONOIIONS. CONTRACTOR yW1 CgTipMAR ./DANER A O£OnCiMf ENGINEER TO VERANKE CTWL PAVEYEN, SEE. PAVEMENT SECTION MS '. Ij, s u w SUNG LDYNL IMWIf ]D RDf JI I- V. I- -BASE. (NET) SECTION Nis TEMPORARY GRAVELLED CONSTRUCTION ENTRANCE NTS TG MEET Y[ Aoo MUR"M mLR BR,. MWM MN NOM PAR u�A® 4IL Y,( Y.. M[ f AIM CNI M . - M� I`I-. AM. my `mI I @AFn M u wrI �Iv U GUIDELINES FOR STANDARD HYDRANT I 0 MIN.*I MiIA VEGE�TATNE FILTER ORIGINAL DESIGN AND DRAWINGS BY: NORRIS, KUSKE & 1- NSTALL CONSULTING ENGINEERS, INC w I.NAm swLl MOM NIo) 5N>-Mu Alwclp. M. MWI ILID) NJ-aMN MhNP:AY:gem ALL SEWN WVf10115 NEED SEWR WARDS PREG , CONDOM STAINLESS STEEL W GRACE A0.XSTNE., PAVEMENT AREA AND RING$ -ION. C NION PLASTIC IN NON (YAGWY Cf 1) HOARD YµmOt PAAEMEMT AREAS NOTES: W A CARER. DETAIL 1. NEOPRENE OWi, NOR-N-SEAL W EWAL. TO BE ON L MAIMS Yµ,ttES KITH AU TYMESM MKS 'GENATED N FRAME SEN 3. PIPL CLAW (WID-SERIES NON- YAGAi COMIOSION-RESISTµ, TYPE x' Y STEEL). YSLMRY 1 ORATE, ApWY 1 EVANSEM 0.0 (NONRAD 6D61-16 ALUMNW ALLOT MEN A RACK ECCENTRIC CONE µRVIED MREAU SECTION (T19ICAL) µHOB I'WTAR MASTIC ROPE SENLR 51EPS-16" - BE, W t YAAYVY'//I SFE NEOPRENE '.IT/\BOOT ME NOTE 9.♦ 2 CONCRETE AGOREWtE MO. O 5) S1ME 6" CONCRETE BASE FORK LOPE t0 YAIbN IN. MPE 4CN+F NOM ALL MANHOLES WTHIN NCOOT RIW OF WAY SHALL EM CONSTRUCTED PER NCOO, STANDARDS. STANDARD PRECAST CONCRETE MANHOLE NOT TO SCALE 6DN R NM JNNOT R iw A IOMYN� wV Ntt24 :IY .A4W Sawa w D1. PLAN M ARMY n-.as InO: f � :[YI MMR ro >sip4I (D I.MR. SECTOR CD . OY . i A, OMNS 1-}. IA I. y W �iPM Il. NMP:NrI :I. IM R0. o w+R v A. w4MITAlm qM1[ .eN np w M mN4 �R Ia uI L-w Iw fW[ LEA-AAYNI MMER KA'.. B.-PAS$ EK, M.} 10 YffAw IPMNAM CHILI M[VR 6 ARE, .1. KI. M PLOQ �� M AAA. -AAA.. Men.— m •Ire ��T M -J w (4L AP P.wW 1 a vx) BEgBlom re wAw am Nux STORMWATER PUMP STATION DETAIL NTs iKRu MMTW: I MAPS Y[ CINAT E, B, 1W VN RMl Yg RSMII IFS CO41LMS NO Wl. FMSI 5 SKAN FARM MRMW . .1 T B NNOT O16M Y5 U. IS 1[ NOMS NKS P 55y WE MMI1`.MAPS RL M OTT 1. OY .1 M ANIN SOME ACY Ml1MIRM BAW AIM' NS N 1. ylWltY. aL7,,d ✓YLO/IIQ.dQ/I/1.0� LY , S'Il fi. -rn�BC t: J THE PENINSULA U'T1I1/PONNILO/M94 U'd,b,./,lp,.LG. AppticnnT P522 Applicant 41NLNo g(o,, Yo / i°o eL a 28402 Title. ✓RLP'I�M.: 910—/152-0001 DETAILS p 2/9/06 V-2W CLc NA 00-00-000 - ---eSEE=eee----e------- -e--- - --_----- - ---M--ee -eeee ewe p -eeeeee-�Zeee z ee� SCE® �ee=eee=-ee=_ee e�eeeeee ee ae����CeGeC- �ee® eee EVE eee e= ee® e e �eee a ee�e C ee--e 1C wee - 5�.� Iee�eee�eeeee a eeeeeeeeee a��a�e ®�iie M00 1.UN 2f 00 3100 4o00 brUV PLAN & PROFILE_ No. 1 ORIGINAL. DESIGN AND DRAWINGS BY: p NOYJUS, KIJS,[U- pt TUNSPA11. CONSIIJ.IING ENGINI rERS, INC. 4 0 � tvio] ]u vow b, UU 11 09 0, UU y I lu yam'd Rlaama�.orrvlwin151i`✓Pm'"II, Y` V7WMO�MRNY� Mb ..P.[ 0 J6. 2522 14/j— 9!01, � 9.,.o/.. 281102 9o,[<p6a,�,: .W — U 5 2— 0 0 0 f THE PENINSULA Applicant SANITARY PLAN AND PROFILE 150A 2/9/06 1=200• CLC NA 00-00-000 U LEGEND PROPERTY LINE WE: WVD LINE RIGHT -OF WAY ZONE LINE TEMPORARY SILT FENCE EAISTING CONTOUR 4— ,b.Tx EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION 6 GRADE PROPOSED STORM GRAIN 57ORM ORAIN INLET I_--------� STORMWATER INFILTRATION SYSTEM LIMITS OF OISTURBANCE ORIGINAL DESIGN AND DRAWINGS BY: NORRIS, KUSK17 & TONSTALL CONSULTING L'NGINCLRS, INC. m. wx rw . mca . 21s=.' Z 1py�1 -+ W 2 �O 0 rWrRR Q V N Z Z O Lp p N YL-�t cQ in G >J C� a 0 0 Protect --/' THE PENINSULA �swimonmwlia� �eoeu�iam/e_ Appllmnb .Peel 0llw..�eo; 25PP APPllcnnt AD Jl 15a 28402 TltLe- 910-452-0001 DRAINAGE, GRADING AND EROSION CONTROL 5/9/06 r=1om CLC NA .E, 0z-os-.0 7h l