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Home My WebLink About120-10 OVERSIZE PLANSCLAUDE 0. MCLAWHORN 700 OLD BRICK RD., VANCEBORO, NC 28586 �O DEED BOOK 2598 PAGE 235 G s� PARCEL ID: 1-035-030 OFF � OHO O - PROPERTY Go' CORNER y SWIFT CREEK SI TE TOM NOBLES 950 WINN CIRCLE, VANCEBORO, NC 28586 :ED BOOK 1013 PAGE 3, PARCEL ID: 1-036- ono S\\'66- , P/�, VICINITY MAP - NOT TO SCALE USGS MAP - NOT TO SCALE PROPERTY LINE SWIFT CREEK LANDING BOAT RAMP & DOCK FACILITIES US HWY 17 VANCEBORO, CRAVEN COUNTY, NORTH CAROLINA SITE DATA: PROPERTY DEVELOPER: SWIFT CREEK LANDING, LLC 4917 S. CROATAN HWY, SUITE 1 E NAGS HEAD, NC 27959 (252) 207-8997 SITE ADDRESS: 7275 N US HWY 17 TAX PARCEL ID: 1-035-071 DEED REFERENCE: D.B. 2673 PG. 0062 SITE ZONING: NONE THE PROPERTY LIES WITHIN A SPECIAL FLOOD HAZARD AREA, ZONE AE & FLOODWAY AS SHOWN ON FEMA DFIRM 3720650000J, HAVING AN EFFECTIVE DATE OF JULY 2, 2004. TOTAL SITE AREA: 156 ACRES TOTAL LENGTH OF SHORELINE (ENTIRE TRACT): 3,544 LFf TOTAL LENGTH OF SHORELINE (BOAT RAMP PARCEL): 868 LFf TOTAL DISTURBED AREA ON SITE = 0.75ACf TOTAL PROPOSED IMPERMEABLE AREAS FOR BOAT RAMP: ACCESS DRIVE = 7,980 SF CONCRETE RAMP = 450 SF TOTAL: 8,430 SF, 0.194 ACRES (449 SF ZONE 1, 512 SF ZONE 2, 497 SF 30' AEC) TOTAL SITE AREA IN ZONE 1 NEUSE RIPARIAN BUFFER = 91,056 SF TOTAL SITE AREA IN ZONE 2 NEUSE RIPARIAN BUFFER = 62,345 SF TOTAL SITE AREA WITHIN 30' CAMA AEC = 91,056 SF % IMPERMEABLE IN ZONE 1 NEUSE RIPARIAN BUFFER = 0.49% % IMPERMEABLE IN ZONE 2 NEUSE RIPARIAN BUFFER = 0.82% % IMPERMEABLE IN 30' CAMA AEC = 0.49% THE PROJECT WILL BE SERVED BY THE FOLLOWING PUBLIC UTILITIES: WATER - CRAVEN COUNTY WATER SEWER - INDIVIDUAL SEPTIC SYSTEMS ELECTRIC - PROGRESS ENERGY 1. THE RECEIVING WATER COURSE FOR THE PROJECT IS SWIFT CREEK, SURFACE WATER CLASSIFICATION C, Sw, NSW. STREAM INDEX: 27-97-(0.5). 2. NEUSE RIPARIAN BUFFER AREAS ARE PRESENT ON THE PROJECT SITE, AS INDICATED. 3. PUBLIC TRUST SHORELINE AEC AREAS ARE PRESENT ON THE PROJECT SITE, AS INDICATED. NEW 10' WIDE GRAVEL ACCESS ROAD (PROVIDE SMOOTH WIDTH TRANSITION FROM EXISTING ASPHALT ROAD TO NEW ACCESS ROAD) Q NEUSE RIVER 30' BOAT RAMP RIPARIAN BUFFER ACCESS EASEMENT NEW 10' GRAVEL ACCESS ROAD / 30 ZONE 1 NEUSE RIVER 057 a RIPARIAN BUFFER AND 30' PUBLIC TRUST SHORELINE AEC SEE ENLARGED DOCK VIEW A , SHEET C2 / NORMAL WATER LEVEL / 30' PUBLIC TRUST SHORELINE AEC A ENLARGED SITE VIEW C 1 �cl 1"-=60' 600 30 60 120 GRAPHIC SCALE: 1' = 60' SHEET INDEX C1 COVER SHEET C2 RAMP AND DOCK SECTIONS AND DETAILS C3 RAMP AND DOCK SECTIONS AND DETAILS C4 PLAN AND PROFILE B OVERALL SITE VIEW C1 C1 1 "=300' 1 RELEASE FOR PERMITS JKA 4/26/10 2 CAMA COMMENTS JKA 6/01/10 3 ADJUST AEC JKA 6/2-/10 4 DWQ COMMENTS JKA 1 6/29/10 N0. DESCRIPTION BY DATE Revisions LEGEND EXISTING NEW EOP EDGE OF PAVEMENT SILT FENCE SF ---_6---- CONTOUR DIRECTION OF FLOW X 5.6 SPOT ELEVATION + 6.5' �d LP UTILITY POLE (LIGHT POLE) TBM WITH ELEVATION 0 MAC NAIL (CONTROL) TREE LINE GRAVEL �z. CONCRETE ABBREVIATIONS MAC MAC NAIL STA. STATION LF LINEAR FOOT TBM TEMPORARY BENCHMARK CF CUBIC FOOT RCP REINFORCED CONCRETE PIPE CY CUBIC YARD NWL NORMAL WATER LEVEL R/W RIGHT-OF-WAY C/L CENTERLINE INV INVERT CL CLEARING LIMIT SF SQUARE FOOT timrr u SEAL 15738 r /�t V�,, titer �1jAf!)rEliil �U�y, • 00 O a NLo �Q I I •� to J o(0 po c: Q ,q � 0 N L1J F— wc:zLL- a� E z 00 ►--•� r F� �J w m o O c: LJJ I P7 w-0 w z co ;J-^ C O N LO LO N a U O Z o m O o a - a_ 0-1 1-4 GO U � W H H � z O 0 z wQC4 W 1:4 C a o � �O O U N o� Proi . 05067 ip -k"" lk11 1 1 , \\ 1\ / \ 1 RELEASE FOR PERMITS JKA 4/26/10 6' I \ \ 2 ADJUST AEC JKA 6/23/ 10 20' ZONE 2 \ 3 DWQ COMMENTS JKA 6/29 10 NEUSE RIVER 1 \ N0. I DESCRIPTION BY DATE I I 1 1 1 RIPARIAN BUFFER \ Wirl, \ Revisions I`Np� sN I ! 1 1 �� NORMAL WATER 1 LEVEL 52 3+ I \ \ ID I I I 1 1 30' ZONE 1 NEUSE RIVER EXISTING GRASS ! RIPARIAN BUFFER AND \ 7 \ \ \ I I I I I I 1 I I 1 30' PUBLIC TRUST SHORELINE AEC , / I SUMMARY OF DOCK COVERAGE TOTAL DOCK SYSTEM - 324 SF TOTAL LENGTH GROIN = 32LF SF � �\ I I ¢ \ \\ \ \ \ 1 EXISTING GRASS \ \ 4:9' 4.8 � \\ SEE DETAIL B, SHEET C3 I SF SF I EXISTING GRASS 24'I I 7 \ \ \ \ ! I ! I \ I \ f o \ \ SWIFT CREEK (C,Sw,SW) \ I I I I I \ 1 8"0 PILING (T�/P.) 1EXISTING STREAM` DEX: 27-97- 0.5 J I I \ GRASS i I � �N WOOD Y K I s \ 3 \ zt \\ \ \\ of ° i- + 4.7 NEW VINYL. SHEET PILL GROG 5.0 / I d ! \ I d I I NEW GRAVEL ACCESS ROAD \ _ . a T I I SEE DETAIL A, SHEET C3 ! _ . A cn NEW CONdREfE RAMP ! l 4. I "' C2 C3 I I / / I I 8+ 0 7+50 NO tMAL WAFER LEVEL lDPPDSIT /SH �� l / I I / 3 ° / \ NEW VINYL SHEET PILE�ROIN � I + y / \ l DRE ; ��1 �f (NOT / WIDTH _ 61.g' iN0 / l l � I \ SF / T S SF I l/ SHIOWN TD SCgLLr HpWN T� SCq�tI I l 5' 15' SILT FENCE SF / \ X \ SEE DETAIL B, SHEET C3 NEW 10' WIDE GRAVEL ACCESS ROAD, SIF V CONNECT TO END OF EXISTING PAVEMENT \ / A \\ \ EXISTING GRASS SEE VIEW A, SHEET Cl �\ / 1EXISTING GRASS \ \ � 5 0 2.5 5 10 rA ENLARGED DOCK VIEW C1 C2 HORIZONTAL SCALE: 1 "=5' GRAPHIC SCALE: 10 = 5' 7 LEGEND 6' 6 EXISTING NEW 23" 23" 23 1-1/2" 16" LAP (MIN.) 23" 23" 23' 1- 1 /2" EOP EDGE OF PAVEMENT 2x6 DECKING SILT FENCE SF TOP OF DOCK = 4.0' ABOVE NORMAL WATER LEVEL----6_--- CONTOUR 2x8 STRINGER i DIRECTION OF FLOW 0 0 iL 0 0 x 5.6 SPOT ELEVATION + 6.5' 2X12 15' CLEAR o 0 0 0 0 LP UTILITY POLE (LIGHT POLE) 2x10 GIRDER WHALER SYSTEM WHALER SYSTEM TBM WITH ELEVATION 0 0 0 0 MAG NAIL (CONTROL) TREE LINE 2x8 CROSS BRACING EVERY THIRD PILE ROW. CUT BRACE VNYL SHEET PILE GROIN VINYL SHEET PILE GROIN ° END FLUSH WITH PILE (TYP.) 0 GRAVEL 8" BLOCKING CONCRETE°'- @ CROSS ABBREVIATIONS 0 0 ______ ° ° MAG MAG NAIL STA. STATION LF LINEAR FOOT TBM TEMPORARY BENCHMARK NWL NWI CF CUBIC FOOT RCP REINFORCED CONCRETE PIPE CY CUBIC YARD NWL NORMAL WATER LEVEL CONCRETE SLAB 6" ABOVE NWL (TYP) RINV INVERT OF -WAY CCL CLEARING NLIMIT NWL — SF SQUARE FOOT ° BOTTOM BOTtom ROUND TIMBER PILE N U Q SECTION A -A 1 CROSS SECTION @BOAT RAMP /DOCK 2 CROSS SECTION @ DOCK C2 C2 HORIZONTAL SCALE: NOT TO SCALE C2 �C2HORIZONTAL SCALE: NOT TO SCALE VERTICAL SCALE: NOT TO SCALE VERTICAL SCALE: NOT TO SCALE FOR PERMITTING ONLY -NOT FOR RECORDATION, CONVEYENCE, OR SALES SEAL 5738�,.loj� co o wa o O z z �E--i wwz 0 <4 aLO v Q n• 00 o c z I Q 0 � o� c Of Q .-. 0)(-)� M■--i c N ry w .. p X W �z � E z 00 ►--� w o _0 m o > � n � w r7 w z c0 W -0"t C: (0 N � N v ow O m 0 O � O U � E-� W � � H Q <� Z �:D C/) �u O C) a C:) � O O U 0 F� C 2 Proj: 05067 lilt 1 LONGITUDINAL SECTION @ BOAT RAMP C3 C3 HORIZONTAL SCALE: 1 "=2' VERTICAL SCALE: 1 "=2' 5' MAX W� N 2 DETAIL PLAN VIEW - BOAT RAMP u C3 C3 SCALE: 1 " = 2' i I l \� NOT TO SCALE DOCK BEYOND-J ,;II IY I #6 X 36" DOWEL @ 16" OC 2'-0" C�J J 1 L- SECTION 1 SLAB SECTION 2 SLAB SEE NOTES SEE NOTES DISTURBED LIMIT (UNLESS OTHERWISE NOTED) 10' GRAVEL CCESS ROAD 5' SHOULDER I • " AGGREGATE SURFACE COURSE �IIIIIlroallIIIIIIr- II„1iI1„= IIil111i11111 i1i=111=III ill-llll11-111= _I i7-7 II 111-1II COMPACTED SUBGRADE DC3 TYPICAL ROAD SECTIONNOT TO SCALE SELF -ANCHORING METAL POST @ 6' O.C. MAX - 12 GAUGE 6 X 6 WIRE MESH - FILTER FABRIC 8" BURY � FLOW' MAINTENANCE: 1. INSPECT STRUCTURES WEEKLY AND AFTER AT LEAST A 1/2- OR GREATER RAINFALL EVENT. 2. REMOVE SEDIMENT FROM BEHIND SILT FENCE PRIOR TO IT REACHING A MAXIMUM DEPTH OF 6 INCHES. IB SILT FENCE C3 NOT TO SCALE COARSE SCORED SURFACE #5 @ 12" O.C. NOT TO SCALE EACH WAY BOAT RAMP CONSTRUCTION NOTES: 1. THE SECTION 1 SLAB SHALL BE FORMED AND POURED IN ITS ENTIRETY ON THE UPLAND AREA IMMEDIATELY ADJACENT TO THE BOAT RAMP. 2. ONCE THE SLAB HAS BEEN ALLOWED TO CURE FOR A MINIMUM OF 21 DAYS, IT SHALL BE PUSHED INTO POSITION. j. THE SECTION 2 SLAB SHALL BE FORMED IN PLACE AND POURED IN PLACE. 4. THE EXISTING GRADE ABOVE AND BELOW THE NORMAL HIGH WATER LEVEL SHALL BE GRADED TO REMOVE SURFACE IRREGULARITIES TO FORM A UNIFORM SLOPE FOR THE BOAT RAMP. THE WIDTH AND LENGTH OF THE AREA TO BE GRADED SHALL BE THE EXTENTS OF THE RAMP. NO OTHER AREAS BELOW THE NORMAL HIGH WATER LEVEL SHALL BE DISTURB177 (2) #5 CONTINUOUS- CONCRETE RAMP SECTION NOT TO SCALE `vv �3c FMlISH GRADE % �1 1 VEGETATIVE SEEDING AFTER COMPLETION OF GRADING ACTIVITIES:,AND THE CONSTRUCTION OF SWALES, ALL EXPOSED AREAS SHALL BE SEEDED TO THE FOLLOWING SPECIFICATIONS: SEED BED LIME 1-1/2 TON PER ACRE FERTILIZER 1/2-TON PER ACRE SEED RYE GRAIN 50 LBS PER ACRE TALL FESCUE 100 LBS PER ACRE MAY THROUGH AUGUST: CENTIPEDE 5 LBS PER ACRE PROCEDURE STRAW IM ILCH SHALL BE APPLIED AT A RATE WHICH WILL INSURE J I\f\ IV V I I SHALL L t, L L f11 f1 RATE WHICH 11 WILL APPROXIMATELY 75% COVERAGE OF THE SEEDED AREA,. THE STRAW AND SOWN SEED WILL BE LIGHTLY DISCED INTO THE BED TO GIVE IT FURTHER RESISTANCE TO BLOWING AND WASHING. THE CONTRACTOR SHALL GUARANTEE A FULL STAND OF GRASS OVER THE ENTIRE DISTURBED AREA. IF NECESSARY THE CONTRACTOR WILL WET DOWN THE AREAS TO ASSIST IN SEED GERMINATION OR AID IN GROWTH IN TIMES OF EXCESSIVELY DRY WEATHER. A STAND OF GRASS WILL BE CONSIDERED ACCEPTABLE WHEN THE ENTIRE STAND OF GRASS IS AT LEAST FOUR INCHES HIGH AND HAS ACHIEVED AT LEAST 95% COVERAGE OF DISTURBED AREAS. RESEEDING WILL BE REQUIRED AS NECESSARY BY THE CONTRACTOR TO OBTAIN THE SPECIFIED STAND OF (CRASS. SPECIAL SEEDING NOTE: THE ANGLE FOR GRADED SLOPES AND FILL SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. ADDITIONALLY, WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS FROM THE COMPLETION OF THE PROJECT (WHICHEVER IS SHORTER), PERMANENT GROUND COVER SHALL BE ESTABLISHED. C \ VEGETATION PLAN C3 / NOT TO SCALE LEGEND EXISTING NEW EOP EDGE OF PAVEMENT SILT FENCE SF — ----6---- CONTOUR DIRECTION OF FLOW x 5.6 SPOT ELEVATION + 6.5' 0 LP UTILITY POLE (EIGHT POLE) TBM WITH ELEVATION MAG NAIL (CONTROL) TREE LINE GRAVEL CONCRETE ov-0 • 1 �j MAG MAG NAIL STA. STATION LF LINEAR FOOT TBM TEMPORARY BENCHMARK CF CUBIC FOOT RCP REINFORCED CONCRETE PIPE CY CUBIC YARD NWL NORMAL WATER LEVEL R/W RIGHT-OF-WAY C/L CENTERLINE INV INVERT CL CLEARING LIMIT SF SQUARE FOOT NG GRADE FOR PERMITTING ONLY -NOT FOR RECORDATION, CONVEYENCE, OR SALES SEAL jr VIC. • Lo 00 O n N Lo F-+�1 � Qro co I � Z O (0 �..J Q ~� 0)(-)W) c- N Ld W �o x Wcz� v E z 00 ►-i cwo rl om o > C L w r� w Z (D �p N L N U C) m W o r� r = O 0. _z O � U n W E. E4 Z Q C C) W � cis U Sao � �J O .F4 0 U� E- 4 u z Q p Proj: 05067 \/ 30' ZONE 1 NEUSE RIVER \ _ p��%%/� RIPARIAN BUFFER AND -9- - �^ - \ ,5�,�z/////� ///1 j� 30' PUBLIC TRUST SHORELINE AEC LIMITS OF DISTURBANCE/ 9x / `��/� ii ///// / i/i�/ / 20' ZONE 2 / S O// GRADING LIMITS = 0.75 ACC �/ pQQ �y /% jam/ /// //// NEUSE RIVER `��✓,/ // /�/ / // / / %///�// - RIPARIAN BUFFER -45 STATION 0+00 END EXISTING PAVEMENT BEGIN NEW ASPHALT ROAD _- �'// / I I I (�j��i,�; �:::, l \♦ / ,jam M:;:y='= �I - - - / / , SCALED FLOODWAY BOUNDARY --10 / ��`� I I // / / ♦ +: -.�'. � / �� _ _ _ / FROM DFIRM 3720554600J NEW 10' WIDE GRAVEL -�PE '7- /i�;' ,:�.:.. -•ti'; _ j / % ;ti /% / ACCESS ROAD E`OppW \ ...........� /// /i/ /ice / \ x00 - `r ♦ `� Sx IX MZ1.11- 30' PUBLIC TRUST SHORELINE AEC rB ACCESS ROAD - PROFILE C4 C4 HOR. SCALE 1 "=50' VERT. SCALE 1 "=5' LIMITS OF DISTURBANCE/ ♦ �Y "'��"`t = " � i � � ' � PROPERTY LINE GRADING LIMITS = 0.75 ACt 6 !-00 I 1 FOR PERMITTING ONLY -NOT FOR RECORDA7')N, C'ONVEYENCE, OR SALES LEGEND EXISTING EOP EDGE OF PAVEMENT SILT FENCE ----6---- CONTOUR DIRECTION OF FLOW x 5.6 SPOT ELEVATION 0 LP UTILITY POLE (LIGHT POLE) TBM WITH ELEVATION 0 MAG NAIL (CONTROL) TREE LINE 0 GRAVEL CONCRETE T.M.N.TforkV.1vi MIN NEW SF + 6.5' MAC MAC NAIL STA. STATION LF LINEAR FOOT TBM TEMPORARY BENCHMARK CF CUBIC FOOT RCP REINFORCED CONCRETE PIPE CY CUBIC YARD NWL NORMAL WATER LEVEL R/W RIGHT-OF-WAY C/L CENTERLINE INV INVERT CL CLEARING LIMIT SF SQUARE FOOT 5o 25 50 100 GRAPHIC SCALE: 1" = 50' r `,` Itll l tlllJJ !/ SEAL 15738 E • coo 0 ^ N Lo M�+-1 Q 4fl �z •� O w Q F� �0)U tO Fri C N � Ld W ° O X W cZ Z 00 0-4 W O F� L m o zc w r ww z to v-q r Ep N U� ° Lo � 04 a U O Z r� m O r O [L n- • • • • • I Proj: 05067