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HomeMy WebLinkAbout35-02 MM 02' Oversized Plansin Y C9 �30 �Oz zra z U O 0 Wxx w FWa' a r O W O�O tJ O �S 6 p r N <P O 4 L_ w z 0 < WWI 0J&�+ O O W W W Q' W zXr K i] f _! W _ (9w KC9WOw a anvR 0 ci rED 'r' a0, N tlGI O�U �W Q±W Z _j M W Yga-< Lom -En N Ne =< �FN ����pOp V<8z< I— Lj z w jvOi< aOY3 0Onov�—i r v A ® EAN lilGi 4- WATER LINE 24" CURB J & GUTTER I COASTAL MARSH ( DELINEATION I I ' I - I 00 f- t Q � 1 w Cd , r j I /t I � I ' I 5' CURB CUT I POST OFFICE & COASTAL CONCEPTS I I D.B. 644, P. 168 I 1 _--- BOAT SUPS SHiNG PIERS 30' BUFFER LINE 75' BUFFER LINE PROPERTY LINE COASTAL MARSH BOUNDARY MEAN HIGH WATER LINE PARK PATROL MOORING FACILITY EDGE OF ASPHALT EDGE OF ASPHALT N.C. HIGHWAY 5 0& 210 R/W "VARIES" (ASPHALT ---PUBLIC) 1 PER DWQ COMMENTS 18 7 02 IREV. NO. DESCRIPTION DATE REVISIONS PROJECT MANAGER MAC DRAWNG SCALE I"=40' 909 MARKET STREET WILMINGTON, NC 28401 (910) 762-4200APPROVALS WDICKSON Asheville, NC Columbia, SC Engineers • Plan • Su9mym Atlanta, GA Hickory, NC Landsmpe Ankifecfs Charlotte, NC Raleigh, NC Wilmington, NC RELEASED FOR DATE DESIGN BY JRB PROJECT DATE BIDDING PPRPAkftWK APPROVED BY MNH PROJECT NUMBER 2O095.10.WL CONSTRUCTION FILE NAME 20095—SITE PLOT DATE 9/3/02 RECORD DWG. TOTAL AREA 332871 Sq.Ft. 7.642 ACRES UPLANDS 140677 Sq.Ft. 3.230 ACRES ZONE C-1 ZONING SETBACKS RESIDENTIAL FRONT = 15' REAR = 20' SIDE = 7.5' R/W END OF BRIDGE _ R/W CONCRETE WALKWAY WOODEN BOARDWALK SHORELINE STABILIZATION (ABOVE COASTAL MARSH) R/W NOTES: 1. ALL EXISTING INFORMATION BASED ON SITE PLAN PROVIDED BY CHARLES F. RIGGS & ASSOCIATES, DATED OCTOBER 4, 2000 (UNLESS OTHERWISE NOTED). 2. PHASE II COASTAL MARSH & HIGH WATER LINE BASED ON LINE DELINEATION BY DCM AND FIELD SURVEY BY WKD--JULY 2002. 40 3. REFERENCE LAMA PERMIT PLAN PHASE I FOR OTHER SITE RELATED DETAILS, 1M� LApNGTON JACKSONVRLE VICINITY MAP (N.T.S.) 0 40 80 120 ..; „ T 2 5 2002 D. q f3EAL 6 ��® •°tea ° � +�� h TOWN OF , NORTH Imo' RIVER DRIVE SURF CITY, NC 28445 MASTER PLAN SOUNDVIEW PARK - PHASE II TOPSAIL TOWNSHIP, PENDER COUNTY, NC m3o Otz Z z r- < W U w FZY W < EA ~ W U 2 In uwLn = < P 8+ a W WK0 LL Llj za.. 0 o� W w=�� w,_2c3 0 =iE> w8 wm ���o < y U ~ O V I :IX ZpFpLou U�GI VO mW Q 0 m W iL o N In Y U U W ;FZnf ��cpp lJ< V < Z w pp Z UGOt� t P ♦ "w' BYPASS ! # ♦ A` SPILLWAY-4.50 WAY- {` - - -- - EXISTING CONTOUR CONCRETE WALKWAY ELEV. 3.70 - 4-1 _ 6.45 �. Ir- PROPOSED CONTOUR iiflATlili , 1 �141 4.5o I _ ; a f WOODEN BOARDWALK J \ , �m ( :_..--------- 30 BUFFER LINE a SHORELINE STABILIZATION ;tr 75 BUFFER LINE kA • - -,- _ (ABOVE COASTAL MARSH) COASTAL MARSH 4.50 s� , • PROPERTY LINE —► FLOW PATH DELINEATION COASTAL MARSH BOUNDARY LEVEL SPREADER C a ' I 3 f MEAN HIGH WATER LINE 6 80 SPOT ELEVATIONS t-001 ' a ( t �. `•' x f �. .: DRAINAGE AREA BOUNDARY. IY F- r Z z �r W a: , n O (D I w w Q d Z CIDiii W ci • I 1 O / 3 ♦ / 4,50 ;.4 5.2t �— Q cp 1 LEVEL SPREADER ' N 1 (SEE DETAIL) 4.50 "L50 4.50 VEGETATIVE FILTER P 50' (MIN.) BYPASS 4.50 SPILLWAY— ELEV. 3.70' 5' WIDE CURB CUT WITH RIP —RAP APRON POST OFFICE & I I COASTAL CONCEPTS I I I D.B. 644, P. 168 15' MBL so EDGE OF ASPHALT i. `M1 t•-. .� w 1 e r < �7777 , ..i s ' z , s , y Ij , s_ ww r r � aK , a 3 i r j l x a t d t ?., i c• , 70 5.12 • o Jon. DRAINAGE AREA W, BOUNDARY 2• ••:+:• : o••::•''011511�I ..:..:.:.� .............. 1000, ....•. •. •.................... is oo :: ;::: ■ II Yam. EDGE OF ASPHALT EDGE OF ASPHALT EDGE OF ASPHALT w N.C. HIGHWAY 50 & 210 R/W "VARIES" (ASPHALT-PUBLIC)Of m TOTAL AREA 332871 Sq. Ft.. 7.642 ACRES UPLANDS 140677 Sq.Ft. 3.230 ACRES ZONE C-1 ZONING SETBACKS RESIDENTIAL FRONT = 15' REAR = 20' SIDE. = 7.5' R W END OF BRIDGE R/W R/W Cross Section Material E Variable stapled in place — — — —, (III 11� I min lift Level lipIIIiI�I{9fll{- of spreader Buried{�I=�l�� 6-min Level Spreader (not to scale) �wyi,�i - j\ut{,tiL �F144.'�•rA•.twlFy. Vegetated a�, Y �,.. .�. w. � 1 �µ,.ao... • lit"•ATransitiondiversion- "":,�:,.�.�� • 'unb. �I,. ,� �,r � /� ° 1' w to 0 grade _g`-,W "J•%,ill. "+`1.1l�'-�'° , J 4, 1�,1 \. U• .11dAl.A1��y ai,IMn'd„yl\�l.• ,y�i-? . ,,,�1''.'• ,�Y.,. ,..rAl,..v�,'= ,ors fit• y,. �y y: *' . Jk a. ju 1� 4 4 \" 1 1 1 �• �t v •A `Qp• ♦ 1 Y• �u. • 'W • w•- 4• V� J "•11,• 1' » w 1 fkl:arw+£�..v�;• �,u• All"�, ydr r• d'► i` ..� � � •,�,,. „J, •"' \" �„1' 4�, . Stabilized gal`. v.t• �,. \ / •� y.. a►, slope `', �' \ W I � Y Stablea" v undisturbed ,: �� A" 1014 F�.! ��, ll Y• , y ` \,,I. �,.. outlet 0 �l, u.. K{. W. i4• �Y,. >" ,1,,, 1 �>,,. u„ At.. i\tip• d, ,lu.• ! .4 tt fit' .1 ii%j w( itl CONSTRUCTION NOTES 1. THE MATTING SHOULD BE A MINIMUM OF 4' WIDE EXTENDING 6" OVER THE LIP AND BURIED 6" DEEP IN A VERTICAL TRENCH OVER THE LOWER EDGE. THE UPPER EDGE SHOULD BUTT AGAINST SMOOTHLY CUT SOD AND BE SECURELY HELD IN PLACE WITH CLOSELY SPACED HEAVY DUTY WIRE STAPLES AT LEAST 12" LONG. 2. ENSURE THAT THE SPREADER LIP IS LEVEL FOR UNIFORM SPREADING OF STORM RUNOFF. 3. CONSTRUCT THE LEVEL SPREADER ON UNDISTURBED SOIL (NOT ON FILL). 4. CONSTUCT A 20' TRANSITION SECTION FROM THE DIVERSION CHANNEL TO BLEND SMOOTHLY TO THE WIDTH AND DEPTH OF THE SPREADER. THE GRADE OF THE SPREADER SHOULD BE Ox 5. DISPERSE RUNOFF FROM THE SPREADER AGROSS A PROPERLY STABILIZED SLOPE NOT TO EXCEED 10�. MAKE SURE THE SLOPE IS SUFFICIENTLY SMOOTH TO KEEP FLOW FROM CONCENTRATING. 6. IMMEDIATELY AFTER ITS CONSTRUCTION, APPROPRIATELY SEED AND MULCH THE ENTIRE DISTURBED AREA OF THE SPREADER, 7• INSPECT LEVEL SPREADER AFTER EVERY RAINFALL UNTIL VEGETATION IS ESTABLISHED, AND PROMPTLY MAKE NEEDED REPAIRS. AFTER THE AREA HAS BEEN STABILIZED, MAKE PERIODIC INSPECTIONS AND KEEP VEGETATION IN A HEALTHY, VIGOROUS CONDITION. LEVEL SPREADER DETAIL NOTES: N.T.S. 1. ALL EXISTING INFORMATION BASED ON SITE PLAN PROVIDED BY CHARLES F. RIGGS & ASSOCIATES, DATED OCTOBER 4, 2000 (UNLESS OTHERWISE NOTED). 2. PHASE II COASTAL MARSH & HIGH WATER LINE BASED ON LINE DELINEATION BY DCM AND FIELD SURVEY BY WKD--JULY 2002. 40 0 40 8 3. REFERENCE CAMA PERMIT PLAN PHASE I FOR OTHER SITE RELATED DETAILS. 4- 0 120 1 PER DWQ COMMENTS 8 7 02 REV. NO, I DESCRIPTION DATE REVISIONS PROJECT MANAGER MAG DRAWING SCALE 1'=40' gOg MARKET STREET WK WILMINGTON, NC 28401 (910) 762-4200 �I C31CKSON Asheville, NC Columbia, SC Engineen . pja�rs . S•urmyon Atlanta, GA Hickory, NC La�gpe kmhitects Charlotte, NC Raleigh, NC Wilmington, NC RELEASED FOR DATE DESIGN BY JRB PROJECT DATE APPROVALS BIDDING APPROVED BY MN PROJECT NUMBER 2O0WL CONSTRUCTION FILEN NAME 20095—SITE PLOT DATE DArE 9/3/02 RECORD DWG. r SEAL 742 ���P®f+J��ll6srte°�t1��4\4\ TOWN OF SURF 214 NORTH NEW RIVER DRIVE SURF CITY, NC 28445 GRADING AND STORMWATER PLAN O PHASE TOPSAIL TOWNSHIP, PENDER COUNTY, NIC -- J