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HomeMy WebLinkAbout89-14EX Town of North Topsail Beach Oversized Plans�q f LEA F* RI GS & ASSOCIATES, INC. (c-,3o) LAND SURVEYING - CONVENTIONAL & GLOBAL POSITIONING SYSTEYSt LAND PLANNING & COMPUTER MAPPING 502 NEW BRIDGE STREET RECEIVED 101 SCOTTS HILL LOOP ROAD JACKSON\ALLE, N.C. 28541 P.O. BOX 1570 —1570 SEP 26"" WILMINGTONo N.C. 28411 TELEPHONE- (910) 455-0877 Dcm-mi4oC,,lTY TELEPHONE: (910) 681-7444 E—MAIL: riggsland0bilzec.mcom E—MAIL: riggsland@bizec.rr.com PARKING AREA DEVELOPME...N.T ATLANTIC SITES 1, 2, 3 & 4 S-UMP SOUND TOWNSHIP, ONSLOW COUNTY, NORT u l�, I -,- TOWN 0:' Nn.-/RTH TOPSAL BEACH, OWNER, D.B. 4084, P. 264 & D.B. 4`38, P. 358 TOWN OF NORTH TOPSAIL BEACH INDEX SHEET 1* COVER SHEET SHEET 2: SITE #1 PLAN SHEET 3: SITE #2 OVERALL PLAN SHEET 4.- SITE #2 PROPOSED PLAN SITE SHEET 5-- SITE #2 EXISTING SITE SHEET 6: SHEET 7-6 SITE #4 PLAN SHEET 8-. DETAILS RECEIVED sEp � ,62014 MAPPING DATE: AUGUST 25, 2014 IDCM-MHD DRAWN BY: J, Ht�L— M5 CHECKED BY: C,r, P--Ie5;�5 EP R-0�.IE—CT NUMBER: — 14-05-02 RECEIVE R WILMINGT N, NG 31�r SHEET 1 OF THIS IS TO CERTIFY THAT THE SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE VE WHICH A SPECIAL FLOOD HAZARD AREA AS DETERMINED NATIONAL FEDERAL. EMERGENCY MANAGEMENT AGENCY, AND THE INSURANCE PROGRAM, COMMUNITY PANEL NUMBER 005 THIS AREA NOT ELIGIBLE FOR FEDERAL FLOOD INSURANCE AS OF 11-16-90 LINE TABLE LINE If LENGTH DIRECTION L1 15,57' N43'47'43"E L2 19.69' N77`47'24"E L3 33,81' S32'51'04"E L4 7,91' S36'03'32"W L5 28,5' S11'33'14'E L6 23.33' S57'40'59"E L7 4.91' S62'42'39"VI! R/W 1.64 � :3 0 p C' ix ziw PROPOSED GRADE GR�ADEG PROPOSED WOOD WALK 4 t 3 B i PROJECT NOTES PROPOSE 1. BOUNDARY AND TOPOGRAPHIC SURVEYS WERE PERFORMED BY CHARLES F. RIGGS & ASSOCIATES, INC. PARKING 2, PARKING AREA DEVELOPMENT PLANS ARE USED FOR OBTAINING MAJOR CMA, NC STATE STORMWATER AND EROSION CONTROL PERMITS. 3. PROJECT WALL UTILIZE ONWASA WATER FOR WATER. NOW OR FORMERLY ONSLOW COUNTY 4. PROJECT WILL UTILIZE PLURIS, LLC FOR SANITARY SEWER. NDS HWY 4024 RICHLA 5. PLAN DOES NOT REFLECT FIELD VERIFICATION OF EXISTING UTILITIES, FIELD VERIFICATION TO BE PERFORMED ON SITE BY CONTRACTOR JACKSONVILLE, NC 2540 NEW RIVER INLET , --' .-� BY CALLING THE NORTH CAROLINA ONE -CALL CENTER AT (800) 632-449 AND ALLOW THE CENTER TO LOCATE EXISTING UTILITIES LOT 29 EXTENSION OF NORTH TOPSAIL BEFORE DIGGING. M.B.SHE ES 44 �,, .•-..-� 6. ELEVATIONS ARE RELATIVE TO NAVD 88. R/W TAX ID: 778D-67 •- VACANT y'Ai�'' ` 7. FINAL LANDSCAPING TO BE DESIGNED AND INSTALLED UNDER DIRECTION OF LANDSCAPE PROFESSIONAL, 8, PROPOSED RESTROOMS WILL BE A FLOOD PROOF PERMANENT STRUCTURE OR TEMPORARY PORTABLE RESTROOMS TO BE M08ILE, R°i �►,'• RESTROOM BUILDING OR IF INDIVIDUAL UNITS THEN SIX FEET PRIVACY FENCE IS REQUIRED FOR SCREENING. y 9, ASPHALT MUST MEET NCDOT ROAD SPECIFICATIONS FOR COMPACTION, DENSITY & THICKNESS (SEE DETAIL). R/W PROPOSED TO E LOCATED OUTSIDE OF R W STYLE OF GATES TO BE DETERMINED BY TOWN 0 NORTH TOPSAIL BEACH. �,\ _...._..�_...._-_�.__���.�.. _m._,__-_ .�� ��.- � 10, P OS D GATES E3 / , —�' S29°18'17"E 867.991-10 CURVE TABLE =Mimi - -. # t q S r'Z i } i' "'1rr` (FI_FV',/1TI<l(`E j6 0'4-3 i.J '-.l �'4 _N5515 43 E__— — — — ______-- 10.00' 1 ZONED CONS VATION JAD t -- / VI NK k POST FENCE ZONED--1�- AREA B � 4.887 ACRES Y _ _ _ F � � � .-► � � / ' ` ' A.,. — ..... __ ,.. _... ,_... _.._ --^- '..' -~ ,." "..",°^ i -.., a -\ \ \ '`• ` �'_ `, �j .,.. � o f f -- -- ` _ `"� PROPOSED GR -- _ \ ` 1.`� - _ _ _ T \ BOtRFJAiED TIM! �T \ \ t i _ ` \, ,. �. __ . ~ ` ,• \ \ \ ` FLOW SAIL} } 1 I 7 \ 0a \ .. \ a 1 C! \� I 1 ..,,1..,•' . f PROPOSED ' ,. ��-° -f""� ..� PARKING STOP ,/� / (TYPICAL) r 7rl: // 1 � • 1 •4 .. �� .7 f � }` ��J t "tc `, ,_�r�''t/. i .r �, / j l,%/,:�` _ ` .: ``-"� 4 ' f j f �./ I / / � '`.- °^^' �" � \ � ` T \. \ \ t( \ � 1t �' � f.} " r,� \ �,. E //.^,% / 5�.?f/jj , f, ",. /yF' � � ''. tea. �, 'li► � ;/"' I J/w f � � '\ ! \\ \ \ �'�� }��� •. f I \ \ \ h Vx \ \ Y :. - PROPOSEDr; ,�\J IANTiY t �. / - rY - r ri /" °� ~ /+ .- .r. ..� \ '\ ` \ iW ! �- PARKING > fPROPOSfA {. ' \ 1 t + ?ROPdSEO ' 74 PArS:: SPHALT , 1r f ;; x ,�. \ 'AL) ASPHALT ` � A \ t t + I ASPHALT �' Y;. Sry '•' X . 352$ Sq.Ft. \ SHOWER & ! \ GA T�'P 4780 Sq.Ft. \ PROPOSED TES ( r 179'x10' WOOD To BE DETT�I��IN ;.' , � ,� �� � 1 STYLE \,, ,� ,i PLATFORM 8Y NORTHSAIL 68AG°FI � r �, /' � � T�: ' 1 �. : ,iyy1''� ."'\r •^i f s� '4 i�"' `\` t4Fv ,. \ EIR /^ s PROPOSED CONIS1RiiCT10f t 4 PROPOSES} t , f APRON6.0 �'� %,-`. , r p cRETE-' i NOW OR FORMERLY FALCO LA ' �•�; t --, 1 � as 1 /•,. !♦ 9 LT 4 CIIYHOMES DR. PIAPi PROF7 wSITV SICA4 x. , � (41 P 97 I �2 5 "�+ r t D.B, \. ii f y� .g/ v .�� � � cislwD r ``-�. '. � � • z' � �, s\ / 1 � � LOT 1 s L. ASiALT % 1 1`I j: s ! I BEACH CLUB u�<,: NEW RIVER 1 \11 4856 �F•§JiY wlLwtdS '�.__. :5'l. M1,.,,., <,r „y:.1;•'<.<�.• { :`ti'. `.x =\:I % f APPROXIMATE LOCATi c,P 104 S f I 1 NOW OR FORMERLY FALCO LT 4 CITYHOMES DR. PI API D.B. 2415, P. 797 LOT 2 NEW RIVER BEACH CLUB _ J M.B. 50, P. 104 MANHOLE & GRAVITY MAN 1:1W �a + \ \ `a 4 ,s of VACANT VACANT ! t EXIST>rJG - r 1 — 7 t •, \_�. � .;=�� �.. °k,• € TAX ID: 778D 51 TAX ID: 7 8D--52 t GRAVEL p� `,r x l \ W , Q E W I ROAD OPt?SI . < \ i ASPHALT #. Z ASPHALT ` \" \, ; � - 4762 .Ft ` `�` 28 r Sq.Ft, l• . f _ _. NOW OR FORMERLY 7 IS THE END SMN b �fl of ASPHALT a by PADGETT PROPERTIES TE>W /` �' k � THE Ti}WN STREET SYS BENCHMARK N UHVI ARK � W R� � , �� � � + � � �' \. � ; \� � \ .\� , � _ .x. � �'. '., _� \ PO BOX 309 E.-3.02 :# JACKSONVILLE, NC 28541 X l .3 J D.B.1719, 48 9 9 xt Pa y;t Tin �,..� ..- - - Gam! PRO �d 7ED C0N J ' f\U V r �i`�: � ,\'. , � ,:kr`\ i�`� .� ., i - J �:^ � \ \•` y\ .— .—. _ — — •-- _ ~ t \ \ �; w^ M.B. 23, P. 15 — — ROPE POST FENCE ENTRANCI` J " ,_ . - .- EIR \ r .►,,,-= VACANT TAX ID: 778-7 00 E,AR LNG DETAIL `� STORMVYATER MANAGEMENT NOTES LAT: 34 31 45N t r 21 27' 1. APPLICATION FOR LOW DENSITY STORMWATER PERMIT NUMBER WITH 12% IMPERVIOUS AREA DIVISION OF COAS`"AL MANAGEMENT NOTES LONG: 77— 20--41 w 1/f � €ATURAL 1TGGETA'i]\E n 25 ANC LESS THAN 1/2 MILE MOM SA WATERS 1. ANY IMPERVIOUS SURFACE WILL BE DIVIDED BY NARROW STRIPS OF `°,, �� p.,, �,, <� �vl=�'r� TO ��c�I�.€N `„� �,� �N 2. RECEIVING STREAM NAME: ATLANTIC OCEAN IN WHITE OAK RIVER BASIN PERVIOUS STONE AS TO LIMIT THE SQUARE FOOTAGE OF EACH AREA TO I r 1 N�6.� 3. INDEX NUMBER: 99-(4) r^ - f LESS THAN 5000 SF; EROSION IS LESS THAN 2 FEET PER YEAR AND 0 Z�o•a 4. S?�AM CLASSIFICATION: SB MINIMUM SETBACK OF fi0 FEET IS USE FOR SMALL STRUCTURES. �� ~ /04 WETLANDS 5. k-L DEVELOPMENT MUST BE IN COMPLIANCE WITH THE STATE OF NORTH CAROLINA GENERAL PERMIT - NCG 010000 EFFECTIVE ON AUGUST 3, 2011 OR SUBSEQUENT REVISIONS -SEE 2, PERVIOUS RIVER GRAVEL WITH UNIFORMED SIZE BETWEEN 3/4" TO 3" WILL N c -� �-�°� LAN MANAGEMENT pI~€NEATION /1 DETAILS SHEET CT" TEMPORARY NOT BE INCLUDED AS BUA, � `� IJ.--.�" r 6�,A.'8 ���Vi,,�P 7/�7/ia " � ��� �� UsAC� 6, GRAVEL DEFINITION PER THE "TEMPORARY GRAVEL •�S RULES IN GRAVEL MEANS A CLEAN OR WASHED, A��!ENDMENT EFFECTIVE MARCH 28, 2014 3. INTENT OF SITE GRADING LANDWARD OF THE 60' SMALL STRUCTURE e �0 , Y ADJOINER's Wood WALK LOCSE, UNIFORMLY -GRADED AGGREGATE OF STONES FROM A LOWER LIMIT OF 0.8 INCHES TO ` ai OVERHEAD DECK SETBACK IS "DUNE REDISTRIBUTION." �• 7 � 3,5.23 ANUPPER LIMIT OF 3.0 INCHES IN SIZE. GRAVEL MEETING THIS CRITERIA IS CONSIDERED O PERVIOUS AND EXCLUDED FROM STATE STORMWATER BUILT UPON AREA (BUA). PERVIOUS 4. PROPOSED RESTROOMS WILL BE FLOOD PROOF OR TEMPORARY PORTABLE AiiJOINI=R's NOW OR FORMERLY GFAVEL AGGREGATE SIZE TO BE DETERMINED AND APPROVED BY: RESTROOMS WILL BE USED. COBBLESTONE DRIVE NC DER GREENS DI'.^SION OF ENERGY, MINERAL AND LAND RESOURCES 5. THE PROJECT IS IN OCEAN ERODIBLE, HIGH HAZARD FLOOD AND INLET 10 TRELLIS CIR. LAND QUALITY SECTION: STORMWATER MANAGMENT HAZARD AREAS AS DETERMINED BY JASON DAIL OF DCM. PEMBROKE, MA 02359-2354 AaPRvxI�ATE LOCATION TAX ID: 778D-12.1 � APPROXIMATE MEAN HIGH WATER LINE WAS SURVEYED AS 1 FOOT (NAVD88) OF r�- DIP WATER LINE & STOR ,WATER MANAGEMENT BUA. 6 1 TUMAN 1. TOTAL PROPERTY AREA 4.887 ACRES S GRAVEL WILL BE DETERMINED BY 7. PERVIOUSTATE STORMWATER 3944 RIVER RD. 2. LESS COASTAL WETLANDS _ 0.000 ACRES MANAGEMENT DEFINITION —SEE NOTE IN STORMWATER MANAGEMENT NOTES, NORTH TOPSAIL BEACH, NC 28460 3, LESS SURFACE WATERS 0.000 ACRES TAX ID: 778D-12 4. TOTAL PROJECT AREA (PA) 212895 SF 4.887 ACRES 1 LOT 12 EXTENSION OF NORTH TOPSAIL SHORES 5, g+„ �► ALLOWED = TOTAL PA * 12X 25537 SF M.B. 23, P. 44 6. E3L' A ALLOCATION: RESIDENTIAL 6.1. BUILDING & STRUCTURES 6.2. CONCRETE WALKS 220 SF 2483 SF 6.3. PARKING -ASPHALT 22834 SF NCGS MONUMENT / CC 6.4. EXISTING BUA 0 SF SMN "TOYER NINE 2' NORTHING: 285981.59' 6.5. FUTURE BUA 6.5.' TOTAL BUA ALLOCATION 0 SF = 25537 SF EASTING, 2497523,02' DATUM: NAD 53 (2001 I ///// �\ " s SCALE FACTOR: 0.909052% SITE 1 ANTICIPATED DISTURBED AREA, 36135 Sq.Ft. ` 4' r g S�o•.� R/W — s � EMN ^ TOTAL LENGTH OF SHORE LINE: 228.77` _ - T �.'.� _ — ,�� ,� --ARKING AREA DEVELOPMENT PLAN. iFA� ' • , tc �� q k A 0 TAT E,(C-73rJ, U 0'� �� R/' ��� c�`L INTERSECTION OF RIVER ROAD do RIVER ROAD ExTENSTON .,; y .`��i. F O `� BEAD • if �1110 LAND SURVEYING -- CONVENTIONAL & GLOBAL POSITIONING SYSTEMS LAND PLANNING & COMPUTER MAPPING 502 NEW BRIDGE STREET P.O. BOX 1570 101 SCOTTS HILL LOOP ROAD JACKSONVILLE, N.C. 28541-1570 WILMINGTON, N.C. 28411 TELEPHONE: (910) 455--0877 TELEPHONE: (910) 681-7444 E—MAIL: riggsl0nd izec.mcom E—MAIL: riggslcnd0bizec.rr.com TV111V Ul'- 1VVn1R ivrotiii, uLri�.ia ►= MONUMENT / CC TRACTS 1, 2 & 31 LOT RECOMBINATION FOR NEW RIVER INLET SHORES, M.B. 61, P. 133 TOWER NINE 2 RM 3" E�AST1HING3 24M 77.4 STUMP SOUND TOWNSHIP, ONSLOW COUNTY, NORTH CAROLINA DATUIM: NAD a3 (2001 358 SCALE FACTOR: 0.999 5257 TOWN OF NORTH TOPSAIL BEACH, OWNER, D.B. 4084, P. 264 & D.B. 4135, P. 3960 RIVER ROAD PROPOSED ASPHALT = 22834 Sq.Ft. PROPOSED CONCRETE = 2483 Sq.Ft. VICINITY SKETCH NOT TO SCALE JUNLtZ,Z) v r rltrc €Z>t € V € cU I BENCHMARK: SMN r NORTHING: 287692.61 ' FASTING: 2498507.45' ELEVATION: 3.02' HORIZONTAL DATUM: NAD 83 (2011) VERTICAL DATUM: NAVD 88 J',,,1 `Sr HORIZONTAL & VERTICAL DATUM OBTAINED WITH TOPCON GRS USING N.C. GEODETIC CONTINUOUS OPERATING REFERENCE STATIONS ZONED R-10 & CONSERVATION B-10 ZQNI.NQ SE . ACKS FRONT = 20' REAR = 10' SIDE = 8' SIDE STREET = 15' s9' ' TOWN OF NORTH TOPSAIL BEACH 'CA�r TITLE SOURIQE D.B. 4084, P. 264 (TRACT 3) D.B. 4138, P. 358 (TRACT 1 & 2) S29'18'17"E \� 672.30' NOW OR FORMERLY NOW OR FORMERLY NOW OR FORMERLY TAX ID 778D-13.1 (TRACT 3) GRA210SI CONEY ROGER TRUSTEE VANN 778D-13.2 (TRACT 1) 1075 DAVENPORT PL. 7874 PROMONTORY CT. 12926 COUPLES PL. 778D-13.3 (TRACT 2) WINTERVIL LE, Nd 28590 VIENNA, VA 22027 WALDORF, MD 20601 D.B. 2504, P. 494 D.B. 2536, P. 174 D.B. 1881, P. 838 RESIDENTIAL RESIDENTIAL LOT 4 REEEREN= TAX ID: 778D-53 TAX ID: 778D-53.1 NEW RIVER BEACH CLUB D.S. 4084, P 264 M.B. 50, P. 104 RESIDENTIAL D.S.4138, P. 358 TAX ID: 778D-54 FEND M.B. fit, P. 133 CC = CONTROL CORNER ECM EXISTING CONCRETE MONUMENT (FOUND)(CONTROL CORNER) EIP = EXISTING IRON PIPE (FOUND) E1R = EXISTING IRON ROD (F'aUND) EROSION AND SEDIMENT CONTROL NOES EMN v EXISTING MAGNETIC NAIL (FOUND)(CONTROL CORNER) 1, LAND DISTURBANCE = 0.83 ACRES EPK = EXISTING PARKER—KALON NAIL (FOUND)(CONTROL CORNER) ERRS =EXISTING RAILROAD SPIKE (FOUND) 2. ABIDE BY REVISED NPOES PERMIT EFFECTIVE AUGUST 2, 2011 FOR THE NEW STABILIZATION TIME MBL = MINIMUM BUILDING LINE FRAMES. NO NEW SLOPES STEEPER THAT 3:1 ARE DESIGNED. NMP =NON MONUMENTED POINT R/W = RIGHT OF WAY 3. SEE DETAILS_ SHEET FOR VEG TA33VE PLAN, , QQNSTRUCTION SEQUENCE AND EROSION CONTROL. SCM = SET CONCRETE MONUMENT (CONTROL CORNER) MAINTENANCE PLAN SIP = SET IRON PIPE 4. CLEAR AND REMOVE FROM SITE ALL TREES, ROOTS, ROOT MAT, ETC. FROM THE AREA "THIN SIR = SMN SET IRON ROD SET MAGNETIC NAIL (CONTROL CORNER) DESIGNATED CLEARING LIMITS SPK = SET PARKER-KALON NAIL (CONTROL CORNER) 5. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO PRE -CONSTRUCTION q = CENTERLINE CONDITIONS ANY AREAS OUTSIDE THE PROJECT UMITS THAT MAY INADVERTENTLY BE DAMAGED Ili = WATER METER DUE TO THE FAILURE OF THE EROSION MEASURES BOTH DURING AND AFTER LAND DISTURBING = FIRE HYDRANT ACTIVITIES HAVE BEEN COMPLETED. wv pQ - WATER VALVE 6. CONTRACTOR SHALL CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL FINAL INSPECTION AND APPROVAL BY NCDENR-DIVISON OF ENERGY, MINERAL = SANITARY SEWER MANHOLE AND LAND RESOURCES, LAND QUALITY SECTION, IF REQUIRED. Co = CLEAN OUT 7. FIELD CHANGES MADE THAT AFFECT TEE PERMITTED EROSION CONTROL PLAN, INCLUDING PH = TELEPHONE PEDESTAL STORMWATER CHANGES. SHALL. BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THE @ = TELEVISION PEDESTAL SITE IS BROUGHT INTO : -_MPLIANCE W -1-1 NCDE:NR—DE ALR LAND QUALITY SECTION. F'o =FIFER OPTIC CABLE MARKER 8. ANY BORROW MATERIAL FROUGHT ONTC SITE �AUST BE FROM A LEGALLY OPERATED LANDFILL = LIGHT POLE REGULATED BY THE DID"S �N OF WASTE MANAGZMENT OR LANDFILL REGULATED UNDER THE = POWER POLE MINING ACT OF 1971. _�, IN MI= ELECTRIC TRICTRANSFORMER 9. ANY EXCESS MATERIAL REMOVED FROM SITE MUST BE HAULED TO A LEGALLY OPERATED X7.S = EXISTING SPOT ELEVATION LANDFILL REGULATED BY THE DIVISION OF WASTE MANAGEMENT OR LANDFILL REGULATED UNDER F7—.37 = PROPOSED SPOT ELEVATION THE MINING ACT OF 1971. = EXISTING POST SIGN 10. CONTACT PERSON RESPONSIBLE FOR EROSION CONTROL MEASURES: = PROPOSED TRASH CAN CHARLES F. RIGGS & ASSOCIATES, INC. BIKE = PROPOSED BICYCLE RACK MR. CHARLES F, RIGGS PT - PROPOSED PORTABLE TOILET 502 NEW BRIDGE STREET FK-o--Dl = PROPOSED "KEEP OFF DUNE" SIGN JACKSONVILLE, NC 28W s = PROPOSED "STOP" SIGN PHONE: (910) 455-0877 = PROPOSED STORMWATER FLOW STUART LOGGERHEAD MANAGER COURT 2008 GRAPHIC SCALE NORTH TOPSAIL BEACH, NC 28460 PHONE: (910) 328-1349 J rINAL- 12P,,A MNa NOr kLt�AS5ri irOP CON57�'LJCV6?N 0 ( IN FEET } RECE'r'ED i inC = 34 ft. SFP 0 6 201, ACTUAL FIELD SURVEY DATE: JUNE 30, 20� 01-MHD CI MAPPING DATE: AUGUST 25, 2014 DRAWN BY: J, Ht—�L- M CHECKED BY: C,F, FIELD BOOK: 830 PAGE: 15 SHEET 27 I# 0 NCDOT_ N OWES 1, MAINTENANCE FOR EASEMENTS OUTSIDE OF NC DEPARTMENT OF TRANSPORTATION RIGHTS -OF -WAY ARE THE RE PONSIBILTY OF THE PROPERTY OWNER (or HOA). 2. THERE SHALL BE NO ENCUMBRANCES WITHIN THE NCDOT RIGHT-OF-WAY. 3, ONLY NCDOT APPROVED MATERIALS ARE TO BE USED WITHIN THE RIGHT-OF-WAY. 4. PAVEMENT MARKINGS MUST BE PREMARKED, INSPECTED AND APPROVED BY NCDOT TRAFFIC SERVICES PRIOR TO FINAL PAVEMENT MARKINGS. CONTACT NCDOT TRAFFIC SERVICES AT (910) 341-0300. 5. ALL TRAFFIC IMPROVEMENT WORK BETWEEN MEMORIAL DAY AND LABOR DAY WILL BE NIGHT WORK ONLY. 6. ALL TRAFFIC CONTROL SHALL FOLLOW MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 7, PROPOSED STRIPING FOR CROSSWALKS ACROSS NEW RIVER INLET ROAD TO BE APPROVED AND INSTALLED BY NCDOT. 8♦ PROPOSED STRIPING ON MULTIUSE PATH CROSSING NEW DRIVEWAYS SHALL BE INSTALLED BY TOWN OF NORTH TOPSAIL BEACH AND SHALL MEET NCDOT APPROVAL / STANDARDS. R/W C/L INTERSECTION OF NC HIGHWAY 210 & R/W ANEW RIVER INLET ROAD \ NMP NOW OR FORMERLY GHABRA ='`'•�r},' 540 LEOPARD RD. _ BERWYN, PA 19312 D.B. 4071, P. 701 LOT 1 OCEAN SOUND VILLAGE ; ; �} -/ ow: w,' M.B. 32, P. 47 _� _ ;f',• {,Ili = ; ;,' RESIDENTIAL USE j TAX ID: 7688--1 STORMWATER MANAGEMENT NOTES 1. APPLICATION FOR LOW DENSITY STORMWATER PERMIT NUMBER WITH 12% IMPERVIOUS AREA AND LESS THAN 1 /2 MILE FROM SA WATERS 2. RECEIVING STREAM NAME: ATLANTIC OCEAN IN WHITE OAK RIVER BASIN 3. INDEX NUMBER: 99�-(4) 4. STREAM CLASSIFICATION: SB 5. ALL DEVELOPMENT MUST BE IN COMPLIANCE WITH THE STATE OF FORTH CAROLINA GENERAL PERMIT - NCG 010000 EFFECTIVE ON AUGUST 3, 2011 OR SUBSEQUENT REVISIONS - SEE DETAILS SHEET 6, GRAVEL DEFINITION PER THE "TEMPORARY GRAVEL RULES IN EFFECT" TEMPORARY ADMENDMENT EFFECTIVE MARCH 28, 2014 STATES "GRAVEL MEANS A CLEAN OR WASHED, LOOSE, UNIFORMLY --GRADED AGGREGATE OF STONES FROM A LOWER LIMIT OF 0.8 INCHES TO AN UPPER LIMIT OF 3.0 INCHES IN SIZE, GRAVEL MEETING THIS CRITERIA IS CONSIDERED PERVIOUS AND EXCLUDED FROM STATE STORMWATER BUILT UPON AREA (BUA). PERVIOUS GRAVEL AGGREGATE SIZE TO BE DETERMINED AND APPROVED 8Y: NC DENR DIVISION OF ENERGY, MINERAL AND LAND RESOURCES LAND QUALITY SECTION: STORMWATER MANAGMENT STORMWATER MANAGE ENT BUA 1, TOTAL PROPERTY AREA 2. LESS COASTAL WETLANDS 3. LESS SURFACE WATERS 4. TOTAL PROJECT AREA (PA) 525,649 SF 5. BUA ALLOWED = TOTAL PA * 12% - 63,078 SF 6. BUA ALLOCATION: 6.1. BUILDING & STRUCTURES 0 SF 6.2. PARKING -ASPHALT & ABC STONE 37,733 SF 6.3. EXISTING BUA 25,119 SF 6.4. FUTURE BUA 226 SF 6.4.1. TOTAL BUA ALLOCATION - 63,078 SF 12.067 ACRES 0.000 ACRES •-• 0.000 ACRES -� 12.067 ACRES ROSION AN SEDIMEN 0 0 ES 1. LAND DISTURBANCE -� C6 ACRES 2. ABIDE BY REVISED NPDES PERMIT EFFECTIVE AUGUST 2, 2011 FOR THE NEW STABILIZATION TIME FRAMES. NO NEW SLOPES STEEPER TTIAT 3:1 ARE DESIGNED, 3, 4. CLEAR AND REMOVE FROM SITE ALL TREES, ROOTS, ROOT MAT, ETC. FROM THE AREA WITHIN DESIGNATED CLEARING LIMITS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO PRE -CONSTRUCTION CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTENTLY BE DAMAGED DUE TO THE FAILURE OF THE EROSION MEASURES BOTH DURING AND AFTER LAND DISTURBING ACTIVITIES HAVE BEEN COMPLETED. 6. CONTRACTOR SHALL CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL FINAL INSPECTION AND APPROVAL BY NCDENR-DIVISON OF ENERGY, MINERAL AND LAND RESOURCES, LAND QUALITY SECTION, IF REQUIRED. 7. FIELD CHANGES MADE THAT AFFECT THE PERMITTED EROSION CONTROL PLAN, INCLUDING STORMWATER CHANGES, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THE SITE IS BROUGHT INTO COMPLIANCE WITH NCDENR-DEMLR LAND QUALITY SECTION. 8. ANY BORROW MATERIAL BROUGHT ONTO SITE MUST BE FROM A LEGALLY OPERATED LANDFILL REGULATED BY THE DIVISION OF WASTE MANAGEMENT OR LANDFILL REGULATED UNDER THE MINING ACT OF 1971. 9. ANY EXCESS MATERIAL REMOVED FROM SITE MUST BE HAULED TO A LEGALLY OPERATED LANDFILL REGULATED BY THE DIVISION OF WASTE MANAGEMENT OR LANDFILL REGULATED UNDER THE MINING ACT OF 1971. 10. CONTACT PERSON RESPONSIBLE FOR EROSION CONTROL MEASURES: CHARLES F. RIGGS & ASSOCIATES, INC. MR. CHARLES F. RIGGS 502 NEW BRIDGE STREET JACKSONVILLE, NC 28540 PHONE: (910) 455-0877 STUART TURILLE, TOWN MANAGER 2008 LOGGERHEAD COURT NORTH TOPSAIL BEACH, NC 28460 PHONE: (910) 328-1349 AREA 52 649 Sq.Ft. 12,067 ACRES • 2. PERVIOUS RIVER GRAVEL WITH UNIFORMED SIZE BETWEEN 3/4- TO 3- WILL NOT sINCLUDED AS r. 3. INTENT OF SITE GRADING LANDWARD OF THE 60' SMALL STRUCTURE SETBACK IS "DUNE REDISTRIBUTION," 4. PROPOSED PORTABLE RESTROOMS WILL BE USED, 5. APPROXIMATE MEAN HIGH WATER LINE WAS SURVEYED AS 1' FOOT (NAVD88). 6. PERVIOUS GRAVEL WILL BE DETERMINED BY STATE STORMWATER MANAGEMENT DEFINITION - SEE NOTE IN STORMWATER MANAGEMENT NOTES. 7. THE PROJECT IS IN OCEAN ERODIBLE AND HIGH HAZARD FLOOD AREAS AS DETERMINED BY JASON DAIL OF DCM. COASTA MANAGEMENT: EXISTING GRAVEL PARKING = 25119 Sq.Ft. PROPOSED ASPHALT ENTRANCE APRONS = 1826 Sq.Ft. PROPOSED TOTAL IMPERVIOUS SURFACE 62852 Sq.Ft, PROPOSED IMPERVIOUS AREA 12.0% ANTICIPATED DISTURBED AREA: 100452 Sq.Ft. TOTAL LENGTH OF SHORE LINE: 2410.5' R/W � R/W %- CL_ I OIL SMN EXISTING PARKING AREA NEW PARKING AREA 0 5 OF 8) (SHEET 4 OF 8) >_ � (SHEET SEE SHEET SEE SHEET LLJ g SOFB 40F8 cy-� PROPOSED STRIPING TO BE I APPROVED & INSTALLED BY NCDOT 0 0 i� d49lb1, Itt) l vr f_-' (' .�pUBL�C� �... _ WATS OF I]ISTURSANCE NEW ENTRANCE2LR/W „ �•�r .�. � � L ..---~ �-�----- -°► �-----• -. NEW ENTRANCE �3 L29� i` ..--�-.,- .►�---- ` .�"'.-'-'- ------- •- _ SMN I4s6#24'03 E EMN SMN VA1E .------° t4C ....----� = _~_�17 __ - - -L1 - L19 -L --. ^°'1N --- __v_. , _._._ _ Xl'l T` ' 453 40' ` r, - kFt l-'-�, r L A- „�.� `---� BENCHMARK% ._--- NE .-.. L1 - _ -L21M - � � .� - 6 _,.�._""-" L22 - - _ L27 L28 .. co I ,.,,,,.,., - -- 5 .. �- , ..., „� ..... ._�.. _ _..,.. €._,...._,�-.€.,. �. _ _ __. w_., _ _ - L23 L25-•----- �',.,26 R/W I_L; ` i..t , I t : V I('} ''�-- EL=618' -- L ...,e. EIR - t r w ..� �` L24 E ¢ ( •� ,�„� �,..•• ." - ��,,,. a■ r• i ®� �+� �� +wns -.� +•r awe .r ...� w ..�. - S09'31 1 } j L` ; s ,1 - - I iS 40 jj _ , �� , �r r . 3 .,: _ y�.. (€. h ..� . _ _ tr F l P LIMITS OF S tC' STONE DISTURBANCE _ c AecV - -. _ ZONE _ _ - NOW OR _.. aria .Ia�. , ..... , _ sT:. �..� • _ _ _ - -- _ -.-- -- --_ _ FORMERLY 9 yq '' AT�C -J- _ - _ as 366s, ,. s .pt. .,: , _ , s .. _ , _ .. �a... .sp•yA g}spj-.• . .... _ j LOCIF t j(- S{�)[J ;(�y�j �► _ 3 i T of 1A i, - xFr•� 1 11 // 1 Y I ' V i GI R V LAM [/�j .. ,, _ � < . fit. - :: - ,-_ J 49b1 ,Ft 4 . 3 - _ r, 2 ,. _ 4 L - wrrr �� ash VIQ ; t_ .. , s , iLIVJ"IIR1 GRAYQ.- _ . .v.. r h r •% _ _ r , f ! , , 735 HEATHERGATE DR. _. , , �• PARKING L9 CF' .. .. �,,,, .....F ..�- -"r -.. f . - - � -. �� . f: P� _ , .r �Eft�ati' re 2s s o_ ALL STRUCTURE SETBACK , _ _ _ �..... - - ->- _ TSBURG _ s4 � 1j ��.� .- _ C�! . -., H PA 15238 - N '251 l I .... :.mot t ......w�. �.... ...... .www .� �r.w .wow. ..ter �LTS EXI i f ++.. w+SAND` .i 1 hLI r - -AVEL , '" LR+I11`$�OFmow- r- �,IF ,1�_ � � �: .� � _ I LOT 9 - -. ... ._ 'CRYSTAL _ V .- - SHORES CM+tA C1R5 Lit3E OF _ . -SECTION I EIR k ry t .,:a.w .w,n i .r.iw._. - .._ .-.. .- _--._,._. _. .- ._ .. .. .. / f �. __.. ,,. ,., . „wriiiY vW,w. ' _ . . , .. •w�R_ .+�� _ .. r.w,. ,rerw. - / I"' .r .. - _.,fir twlrr - . -.. , .. - _ -.. _ - I v 1 _.. 1. ,ECM .. _ .�. ww..nw .. .. ,.': ,.,wr .. .., .. ._ -. .. ... ,.. :. BY .. ,. - - , _. FLSI'I YIn rt 'Z;, xl?wft E rLOiN) L Ij APPROXIMATE MEAN HIGH WATER LINE ELIVATIOI+I 1,0' NAVI} $a L_ LINE TABLE LINE # LENGTH DIRECTION L1 58.73' S83'24'16"E L2 94.32' S85'47'48"E L3 108, 6 9' S89'59' 20"E L4 34.47' N83'33'12"E L5 20.00' N08`46'40"W L6 68.68' N81613'20"E L7 95,93' N74'08'44"E LB 97.97' N67'21'47"E L9 95,60' N60'05'26"E L10 33.55' N55'18'36"E L11 60.91' N51'30'32"E L12 96.17' N48'25'28"E L13 91.93' N47'54'44"E L14 97.24' N47'59'48"E L15 160.60' N49'05'00"E L16 91.82' N52'2842"E L17 94.54' N55'34'44"E L18 100,60' N58'37'36"E L19 97.41' N60'30'09"E L20 95.31' N60'21'39"E L21 94.76' N60'26'43"E L22 96.23' N60'33'03"E FLSNVrN���� ____ - 5•. A --- - - � �..F.i®'rR�B®R 4 $/13/14-S� _ JAI) N 5/13 113/14 STOINrtlFFE V V �+i �- - - - _ � FL NV _8 2s 1_ / i� � 0) _ - - - - - • •-4 }#' ritrt S-E R 0('* 1� P . RESIDENTIAL IAL USE V_ ,... _ .... _ JAI)_ .. :_ . .__,._T__ -- -...JAD JAtJAD V E �/Lv1Tp...�- . $0 STORUWATER IAF ER ...-._,._. _. TADQ JAD 6/2_e..._. / J 6/24 TAX ID: 775 -43 JA S58'49' 33"W 490. 47' s �, : , ,3..._ 55 07 01 W 269,36 S57 05 43 W 265,76 •43 .._- .. -... _ .,...•. ., L391 L38 L37 L3fi L35 _ . _ ,._._ 1 ---- --- Lac; APPROXIMATE MEAN HICH WATER LINE G ` � `• ; I ,- •--- --_ �.... - ....- •- ,.. - .1 1 L42 LQ1 L40 L34 L33 L32 L31 ELEVATION 1.0' NAVD 6$ LINE TABLE LINE # LENGTH DIRECTION L23 97,09' N59'42'19"E L24 103.87' N57`48'27"E L25 96.48' N56`15'56"E L26 101.05' N55'36'11 "E L27 126.95' N5503338"E L28 57.33' N5813'43"E L29 15.03' N58'1343"E L30 109.09' S61655'04'W L31 94.77' S52'30'01 "W L32 92.51 S58'30'26"W L33 91.04' S56'33'09"W L34 95,78' S60'39'42"W L35 186.95' S59003'35"W 1_36 93.44' S60'21'35"W L37 94.64' S57'32'47"W L38 94.55' S58'59'01 "W L39 89.92' S57'08'47"W L40 94.24' S52'30'25"W L41 91.03' S58'08'53'W L42 94.23' S59'5536"W L43 62.73' S70'51'43"W ATLANTIC OCEAN EXISTING GRAVEL PARKING = 25119 Sq.Ft. PROPOSED ENTRANCE APRONS = 1826 Sq.Ft. (ASPHALT OR CONCRETE) PROPOSED ABC STONE DRIVE - 35907 Sq.Ft, 4 C. (C- 730 10 �� . u� •.•� ,. SYSTEMS, s FRANG,g`,`�* !lII1� PROPOSED PROPOSED CROSSOVER E - F CROSSOVER C - D PROJECT NOTES 1. BOUNDARY AND TOPOGRAPHIC SURVEYS WERE PERFORMED BY CHARLES F. RIGGS & ASSOCIATES, INC. 2. PARKING AREA DEVELOPMENT PLANS ARE LSED FOR OBTAINING MAJOR CAMA, NC STATE STORMWATER, EROSION CONTROL PERMITS AND NCDOT DR VEWAY PERMIT. 3. PROJECT WILL UTILIZE ONWASA WATER FOR WATER. 4. PROJECT WILL UTILIZE PORTABLE RESTROCM SERVICE FOR SANITARY SEWER. 5. PLAN DOES NOT REFLECT FIELD VERIFICATION OF EXISTING UTILITIES. FIELD VERIFICATION TO BE PERFORMED ON SITE BY CONTRACTOR BY CALLING THE NORTH CAROLINA ONE -CALL CENTER AT (800) 632-4949 AND ALLOW THE CENTER TO LOCATE EXISTING U71UTIES BEFORE DIGGING. 6. ELEVATIONS ARE RELATIVE TO NAVD 88 7. FINAL LANDSCAPING TO BE DESIGNED AND INSTALLED UNDER DIRECTION OF LANDSCAPE PROFESSIONAL 8. PROPOSED RESTROOMS WILL BE A FLOOD PROOF PERMANENT STRUCTURE OR TEMPORARY PORTABLE RESTROOMS TO BE MOBILE RESTROOM BUILDING OR IF INDIVIDUAL UNITS THEN SIX FEET PRIVACY FENCE IS REQUIRED FOR SCREENING, 9. PROPOSED WOOD CROSSOVERS TO BE DESIGNED BY- OTHERS. SITE #2 - OVERALL BARKING AREA DEVELOPMENT PLANS FOR TOWN OF NORTH TOPSAIL BEACH PORTION OF TRACT 3, D.B. 2159, P. 864 STUMP SOIJr4 D TOWNSHIP, ONSLOW COUNTY, NORTH CAROLINA G & L C PI -AL HOLDINGS, LLC, OWNERS, D.B. 2159, P. 864 NEW RIVER INLET ROAD (SOUTHVvEST OF CRYSTAL SHORES OSPREY COURT) ATLANTIC OCEAN PROPOSED CROSSOVER A - 8 FIN �A W yOTE BENCHMARK: SMN NORTHING: 273800.73' EASTTNG: 2475741.18' ELEVATION: 6.18' HORIZONTAL DATUM: NAD 83 (2011) VERTICAL DATUM: NAVD 88 HORIZONTAL & VERTICAL DATUM OBTAINED '81-H TOPCON ORS USING N.C. GEODETIC CONTINUOUS OPERATING REFERENCE STATION OMERS G & L HOLDINGS, LLC A NORTH CAROLINA LIMITED LIABILITY COMPANY TITLE - SOURCE URCE G.B. 2159, P. 864 ?AX ID ,68-7 REFERENCES tD,8, 2159, P. 864 D.B. 4080, P. 109 LEGENDL CC = CONTROL CORNER ECM EXISTING CONCRETE MONUMENT (FOUND)(CONTROL CORNER) EIP = EXISTING IRON PIPE (FOUND) EIR = EXISTING IRON ROD (FOUND) EMN = EXISTING MAGNETIC NAIL (FOUND)(CONTROL CORNER) EPK = EXISTING PARKER-KALON NAIL (FOUND)(CONTROL CORNER) ERRS = EXISTING RAILROAD SPIKE (FOUND) S MBL = MINIMUM BUILDING LINE NMP NON MONUMENTED POINT R/W = RIGHT OF WAY SCM = SET CONCRETE MONUMENT (CONTROL CORNER) SIP SET IRON PIPE SIR = SET IRON ROD SMN = SET MAGNETIC NAIL (CONTROL CORNER) SPK = SET PARKER--KALON NAIL (CONTROL CORNER) ( = CENTERLINE ®= WATER METER = FIRE HYDRANT m WATER VALVE SS - SANITARY SEWER MANHOLE Co = CLEAN OUT = TELEPHONE PEDESTAL = TELEVISION PEDESTAL F4 = FIBER OPTIC CABLE: MARKER = LIGHT POLE ` = POWER POLE = GUY WIRE - = POWER LINE = ELECTRIC TRANSFORMER SINGLE POST SIGN - = DOUBLE POST SIGN RAPHIC SCALE 100 0 a0 100 200 400 ( IN FEET ) i inch = 100 ft. ACTUAL FIELD SURVEY DATE: JUNE 30, 2014 SFP MAPPING DATE: AUGUST 25, 2014 DCMWHI DRAWN BY: �J, H ---l-M5 CHECKED BY: C,r, �'l C i5 FIELD BOOK: 83 , PAGE:_ SHEET -05 # a CI� Y p TI K) r- m _K0 Z J C Oa z C� Irk It"22 L rn f EXISTING MULTI -USE PATH NEW ENTRANCE #1 .� 5� PRO�'E�TY Lk E � (AsP , PROPOSED NEW PARKING 217 SPACES - ------------ ao (L { PROPOSED <{ 1Vx10' DECK 8e WOOD WALK ! { WATER SPIGOT { F C 20.0 z EXISTING GRADE PROPOSED STRIPING FOR MULTIUSE PATH CROSSING 0 NEW DRIVEWAY CONNECTION SHALE. BE INSTALLED BY TOWN OF NORTH TOPSAIL BEACH AND SHALL r"00101 MEET NCDOT APPROVAL / STANDARDS. PROPOSED STRIPING TO BE APPROVED & NEW ENTRANCE #2 INSTALLED BY NCDOT PROPOSED--- .... " " "'�. .."` "_"-'.. ---- CONSTRUCTION -� YM TH'OALL AO_ ATLANTIC OCEAN VICINITY SKETCH NOT TO SCALE CID $ �� < I { l; Q PROPOSED {� R/W WOOD WALK a I:L' •� 10'x10' DECK do { WATER SPIGOT,` U - >% m 12 16. i 8.0 a- Z '>- CL PROPOSED ST1tlP%4 FOR MULTIUSE PATH CROSSING � < NO DRWWAY CONNECTION SHALL BE INSTALLED V T WM Of NORTH TOPSAIL BEACH AND SHALL CL MEET NI APPROVAL / STANDARDS. ENTRANCE 24' 26' RADIUS (TYPICAL) -� SPEED �� ��� �� �'� ®""i• '"`""" -.-----•�°- tEDOE OF ASPHALT -.�.. - (TYPICAL) PROPOSED 45 -- -r„� 56fi'� . y ` '_ ..� ASPHALT _ LN�AIT t _--" .-..�_` SMN 589 --IMtiLTt..USE PATI�I L17 L1 8 L19 VIM EXISTING MULTI -USE PATi•I PROPOSED E 14CE IN56'24'03'E 463.40' - w NEW ENTRANCES (I i-'Y' ''(-- h ' . t''- %',' t PROPOSED 'MALT APRON 154' TT I3SE PATH L28 R/W i i LR/W MN I 1p1 PROPOSEDIXN r �r warMr �.� ...� .r..r ®... awe +ram mower ��� _ _ -L22° �i F Ti.�J l lt�iti R W------" ,�.. ,�..; __ - _ _ _ _ _ _ - _ _ _ L23 L24 L25 P L2 _ _ _ JE#R/ ASPHALT APRON - p� _ _ w .� �� r r� Vito �S ••M/� �r� �� �,., �� \ y "' w �rh rLj-��L,yr'tyM�yr /// , { , ,f. �..+�� {1 �' "� PERVIOUSNow...+•r- .." - {� P ,.•,_, -•,_, ,,,� • �� �� �M .r_ �Ilir w�wrN a� i � w r®mw �� �M• - 1 :- _ -.... -.. ..-Qu..n- ,,..^ , r _ a .T� y _5�R T1 4- 1 PER VIOu 57 x 1 -T� y i� A ,y j; A L OR Y- a- v 'may ^ti , • _ ... ,r �' R � n s i ..., a ,` .. , a, y r ` : AS ._ ODGE OF�. - .. ., -. �... _ _ , AgC STONE .. .. _ .. a rPROPOSED- - ,- . .... . -_. • . -.. .._ _ , . - �+� o. /.� O �! 1 s a^. :u OP" PPROPOSED r _ .JLY ...-- lam' - -. , -..r - - .. :' _. .. t1 .. \ c:" a • .a •.. 4858 \ /� ( .n7�- C C �/ - - l i. V R S �j ONE _. . �ii _ 10S w • - r _. - F PR - OP ScI• S4• ., ONE . 5 E38$ S - t •' k . F t' - . S• 3 �' -- 43. �:: � 1` A , t3C �•- . \ � _ STO � 48 s 23 - -�' 6 N - i• _ - 4 £ t� RI S - - � t. � + Q 2 Sa• k 4951 ♦ h• I i t T �S I .. �gVI{}U y - QQ�� ``••� V� i - f I- v � v FT P . _ GfiA µ�. w.. �. f f ^�.,. i t _ r •54 SP 5 _•.- o^ .. P ._ PRO OED r- I - L F w ^1 f • 4 "" S r I LIMITS OF.. K" PROPOSED _, ._: y , 4949_. ....� � �.., PERVIOUS „-- -� Ld CTION �- I 1 1 A L .- --- ✓PROPOSED ROPE '. DISTURB CONSIRU I ..� .r.,.._,, ,y `-- - POST Fp4CE /ENTRANCE / - KOD # _ _ _ PROPOSED ROPE I LIMITS OI: KOD _ _ �. .."� �+-dw,w,-��._+ .�.,. '" �=• - r- -^ ! r- ! -� -� _ - -' \.. -� .4 .. �+" 1 & POST FENCE DISTURBANCE �---�- �- -..,_ ..�..1�►ciOrDK-.�;. r(;� t i��Y SMN __ . __ _ _ _ _ v__ _ _ -- ''ro 0 A S iEi _ $•fl ..•► - - -- - CAMA 60' SMALL STRUCTURE SETBACK .._,-_ �.. � � -' S MAlii ` // ��^ `` "" .'° .. _ E --�- " w '" t� -=` ~' -.. - ''�"� I j ` a , _ -- - `' RESIROOM +.� '' \ "' ""' -_� ..--;_.-.. r - ��-~ .� - BENCHMARK _.. -- - PR �g ir, ,_.. _ - - .r�.'a �..i �� w� ..i: �. .�.� r rrrr �r.r ww� .rr+ r a �wnw. ,.ram �� wwe.w ai ..� ��" was -r-iG . ..e ` , ;ii' .;�"`i ! - +�� . ,ems: ..rrw,e- ,,,,r •r �., .s-.r ram• \ �" \ ..tr. f ..t� sew '^•.. �. rwrrr I _ �' I afr�n� •-f ��r �.. - �•- y1 r - �.- - 10x10 DECK SCREENW /. -� �`"- i� ww� raerae °'u- •w P ash 1 I k �' ^,••'\ w.` �- .+, A `-` �% I ~ '`r \`"� .... --... �,/ .� "r r.._,.. "'"'r �e.,w .. ,'� .mom- \� ,/ EL= 6.18 Axf0' DECIC•� 1 I de WATER 1 I - - - --- =- _ - ` -_ _ _ _ 58 - ( r '\ ` SEE PROJECT NOTES) I `" °''"• `�" w.; "� •`w, .. \ ! .,r.'...� ^".-. ',,w \ � i +i wi - wV�• � ) /' �`\\ t� 'J^� - ......-.. �~ ` 4 w ._.. --,. &WATER ) `` SPIt;OTjjj ice` ( \ % ,'_f t ! I I J ` .�'` .. • _ - - \ - m _ �-�► -- -•c T /,[�.�f. l/�' \\� yy � -"_ =_ - _r _ -- , : -" -N '2S{ y. / f' .r' ,,,,..� / \ `a.\ \ •-,..� t \„ -.., ...... ✓ `--•.- >� ...�\� 1' / -` ��S it / ` f r r \ ~7- - �. \ v r Ir.' SPIG0 �' _ -I ^• ti• „t.. " i I •`^� \ .ter r., ,,,••^/ ..✓ "",.,, .J / _b\. \ y'�- `" 'a j ,s'' 'ter- - _-. �.."�" w' "� ✓ -°"'•' C... Y t� /� f ft \ \'*. .....• .\.a \/ �,..--....�, rKOD f\� _� y r ✓ « / , /+ l .!f �' I 1 1 ' r .,y.,y .�` - •' - ."' " �„ ,�� ,✓,'` r � ..•yam "'-- �•=. =- '- _e.../ I i,..,`'.��•' `ram •`_ %'`J•,�..- ''' •,,,,' ":'.�; ,� .� -a L -.._ „�\`` '�-.. '," � (�f • \ t r.,, -'s': ; r -- _,. � - ..,� 4� . �^ ""� � � � / � \\\\� � /� / J I I / I `„ ... � \ \ \ � � % \ \ ` � .j �� v � il�i � _ ...» 'M_.... CL '.'•` �� - ._ _ - - \ .� `". �� .�.. l _J "'O \�.1.`.'•.� _ �+ s' f .✓,j •-..._' t` `•\ \ `,� *ti '\ �.•.= 3 �,.'!' .. "•s "- �.ti. _ ` -�••1' •„•• .-"` ar f e3 I I / �� \\ �..- {ram ,i i J \ r - - T�` a. 1 �f1 .e r r 1^ r �� •.�-` r% / -..e \....- \ f - \. F -•^� # \ \ /• - ,«„� -. �... SEE �`, �y r _ _ _ t � > 1 _ - -\ r - .� - -', R FORMERLY T-El _ R Y - - I / l - T 3 - / K_ 1 �- 1 \ r _ _ 3 - _ V f ` I -- - _ - - - - - - n. � -- - - - •-•� - - - - � � - - -- - ' �-'^ i ~ �.� � i'. \ - _ \ /�- `- •/ i- ; - - - .� - ..� \ �T. t \ \. �. J l � .mot " �f• ,.+. •=..`�s �. C•,% / `-CDIGIROLAMO - - _ - - - - �- - CAMA FAILS? LINE OF STABLENATURAL ! R A L VE • TION FtS�i4~ �-� -- - - � � � \ �� � - _ � � \ \ � // _ -- � - _ � - - - _ � _ .. .. � -- -' - fi��•tr^' - - '"� _ NATEfF?AL VEGETATION Yam. ••..,"' �- / \ ! \ '� "•.•.,, "'_ - 1 \ 1 i /' -•'� �. ��' - , ® ewww rr� rrrr wnew `•'fl�rrr -+- �_ = --�- ra_ aY%�.'�.sw -,ate_ _ -- �1 ice' !� ~ '1!� /' �: ,.i �. '�.«,... --'-�. -. .�,-;-- ---- _ -- - _--- -� _ __, _ �_> �, ,--• ,--_ _ _ __ +6' D.B. 1985, P. 461 •-rwr. -f4Yw -�'- _a�lll�-' ..q� - - - '�'' - _- - - - - - -- -- _ - \ = i• -' _ -�.� \ ` - r �,.ir `- -'� _i / - _ - \'�\ �.. ._...' ``.,� ..�..ti / ate. .-- ,-'r" -.-• _ - - - - - a . _ ,u►soN flA (SAD - - - _ - - - - - =N� .- _ ,�- _�--� �. l �` -I.SNi �"iR.�� - - _ _ - _ _ _ _ f - LOT 9 = - - _ _ \ ..._ 3 -.. - - 28 1 ...- • ,.•- d �1 „r_ / r _ ._ _ - - �FLS�h _ .r - __ ~� -._ - _ _ _ --�.- CRY SHORES � �- _ ___ _ - - SAL S _ __ // _ 0 ES dAD � JAO - ��...... -� �.. '�' ..- ..... _ � .� ,._. _.. a ,� - - ..� ...- � - -- �.. TM'..,..,- .:.a•• ,..-" ... ______ _---------------__-----_-__ .�___ / / -- �_- -=`-.� __r "' .. -~ - r -.- ___ _ _.. ____ - __ _ ___ -... ___ _._. - _ �- _ _.- _- _.....__ _..._ �-. - - - - - _ _ JAD .� .� _. _ - _ _ � FLSNY -� �L � _ �.= � .� .� � .w SECTION # PnPOSED- CROSSOVER E F - - - m - -- - - - - - - _ _ - -� ~ - - �- --� -- -- ----- _ - --s �- -� $/����4A �s/�/I4 � M.B.31 P. 80 �o sTnRaw;RTER-`BUFI•ER � � .....-•- CROSSOVER C D E�'-�T4�.w'R •�•�-�� � •� _' -" y,.- - _ --�yr' .._.. -.... - - -^ •._., �,.- ..- ..._ ,..,. _... � � � � - _ _..• �-.._. _... r •" ' I I ` M' .\ \ ,....• - ..... ,..•, _._ ,_,.• ...,..,,_.. _._.. ,..w_ - - - ...,. - _ - ..... - - ,.... �....•,. .... - - .-.• - - -. �'_ - - - - -... _._. --- - .-..• -_- .._ �. ._.. _ _. _ _. -.� ._. ,.... _ _ .- _. �. �.. �...-. .,,_ ...- - � ,.... - _. - ,..._ _... �, � CROSS 0 VER A � e - _ -.. - _ _ ._ .-.., , .- - _. - _ _ - I �_ �� ,_-, r;~ 7 0) N � - , > , k . � .- ,. ---- -- �, RESIDENTIAL � U S E i ~' ti. ...- •� - ti4.. - r- a«- _ _. - _ ..u_ -,.•w w. wrr _ _ - - - - -. �- _ - - - - � -+- .r•- -••• ..-- � -� •r. �. .-_, .,...a ^..,. ter_ w4 --___�_ _a � _- .. - _- -- _______- _ _- -..R._ __ - _ __ __ --__ _ -_-.,...._..,.-._...,--_____-----------_-- - - _ - ---_. _- - _ __ _--- _ I_1 ,Y,�s, I!��I�l I�, tD' iT-7"'4 137.85' 127.91' :� `---` -" r - ._.,...._.-___--_-_---_----------_--•------••-•-------- ------ •- --__- -----------__,.--__-...�•-----------�•------_..---------.,.._ ... ----_--_-___ ------ __ -_. J57'05' Q-3"W 265.76 6' L '- - - - _ - ._ .._ ._ _ _ _ .- -- -� „_., _- - - - - -- _ - .v.. _. - , _...,- r- .-' ..._ _-...,.. ,..-...._ - - - . •- - _. _ - ..� .... _. _ - -. 4�3 L39 L38 L37 L39 L35 L3 L31 L3C) APPROXIMATE L4 ! .41 L40 4 L33 L32 WAVER LINE El VATM{1N i o' SALT TREATED TIMBERS 20 BORDERING GRAVEL I (SIZE TO BE DETERMINED BY I APPROVED PERVIOUS GRAVEL) SALT TREATED 761 RS 8ORWING GRAY& 2 5' (SIZE TO K DETERIMID BY APP,RIOII PERVIOUS GRAVEL) # a PERVIOUS GRAVEL (SIZE TO BE DETERMINED BY STATE STORMWATER SEE NOTES) 20' I T I V_ # # { I 24' 20 I S # I I ETE PARKING STOP ' # I 10 # 11�r(sEE DETAIL); ABC spot I b 7 � I �a # RARKING DETAIL ! �. a A L ,.. = :- CHARLES F* RIGGS & ASSOCIATES9 INC. (c-7 ND SURVEYING - CONVENTIONAL & GLOBAL PO SI TIO iING S �'S TEMS, � ' • • ..... • �- , IFS FF�At\ LAND PLANNING & COMPUTER MAPPING M 502 NEW BRIDGE STREET 0. BOX 1570 101 SCOTTS HILL LOOP ROAD r� JACKSONVILLE, N.C. 28541-1570 WILMINGTON, N.C. 28411 , TELEPHONE: (910) 455--0877 TELEPHONE: (910) 681-7444 E-MAIL: riggsland0bizec•rr,com E-I AIL: riggsland0bizec.rr.com LINE TABLE LINE # LENGTH DIRECTION L14 97.24' N47'59'48"E L15 160.60' N49.05'00'E L16 91.82' N52028'42"E L17 94.54' N551444"E Li 8 100.60' N58'37'36"E L19 97.41' N60030'09"E L20 95.31' N60'21'39"E L21 94.78' N60'2643"E L22 96.23' N60'33'03"E L23 97,09' N 59'42'19"E L24 103.87' N57'48'27"E L25 96.48' N56"15'56"E L26 101.05' N55'36'11"E L27 126.95' N55.33'38"E L28 57.33' N58*13'43"E LINE TABLE LINE # LENGTH DIRECTION L29 15.03' N58*13'43"E L30 109.09' S61'55'04"W L31 94.77' S52'30'01 "W L32 92.51' S58'30'26"W L33 91.04' S56'33'09"W L34 95.78' S60039'42-W L35 186.95' S59'0335'W L36 93.44' S60'21'35"W L37 94.64' S57.32'47"W L38 94.55' S58"59'01 "W L39 89.92' S57*08'4rW L40 94.24' S52030'25-W L41 91.03' S58'08'53-W L42 94.23' S59'55'36'W L43 62.73' S70.51'43'W ATLANTIC OCEAN f Y Of 7 i/ f/ i5 5-et2 r ! \ a..J 7.ra' 7 Y 51 1. 6...+ 11 5.++' ! V SITE #2 - NEW PARKING AREA :)A KINO AREA DEVELOPMENT PLANS FOR TOWN OF NORTH TOPSAIL BEACH PORTION OF TRACT 3, D.B. 2159, P. 864 STUMP SOUND TQUVNSHIP, ONSIOW COUNTY, NORTH CAROLINA G & L CA` TAL HOLDINGS, LLC, OWNERS, D.B. 2159, P. 864 NEW RIVER INLET ROAD (SOUTHWEST OF CRYSTAL SHORES &OSPREY COURT) TOTAL AREA 525649 Sq.Ft. 12.057 ACRES EQENQ X = CONTROL CORNER C0 :CM EXISTING CONCRETE MONUMENT (FOUND)(CONTROL CORNER) -IP EXISTING IRON PIPE (FOUND) S'IR EXISTING IRON ROD (FOUND) tMN = EXISTING MAGNETIC NAIL (FOUND)(CONTROL CORNER) EPK = EXISTING PARKER-KALON NAIL (FOUND)(CONTROL CORNER) ERRS = EXISTING RAILROAD SPIKE (FOUND) MBL = MINIMUM BUILDING LINE NMP = NON MONUMENTED POINT ,/W s RIGHT OF WAY SCM = SET CONCRETE MONUMENT (CONTROL CORNER) SIP SET IRON PIPE SIR SET IRON ROD SMN = SET MAGNETIC NAIL (CONTROL CORNER) SPK = SET PARKER-KALON NAIL (CONTROL CORNER) = CENTERLINE = WATER METER = FIRE HYDRANT wV = WATER VALVE ss = SWTARY SEWER MANHOLE = CLEAN OUT X ,DH : TELEPHONE PEDESTAL = TELEVISION PEDESTAL ,PO s FIBER OPTIC CABLE MARKER = LIGHT POLE = POWER POLE fit►----- = POWER LINE = GUY ORE M = ELECTRIC TRANSFORMER = EXISTING SPOT ELEVATION = PROPOSED SPOT ELEVATION -� - = EXISTING POST SIGN = EXISTING DOUBLE POST SIGN = PROPOSED TRASH CAN 11«ICE = PROPOSED BICYCLE RACK T = PROPOSED PORTABLE TOILET 5° ° Kt)D =PROPOSED "KEEP OFF DUNE" SIGN S = PROPOSED "STOP" SIGN - = PROPOSED STORMWATER FLOW NAVD 88' mom. BENCHMARK: SMN NORTHING: 273800.73' EASTING: 2475741.18' ELEVATION: 6.18' HORIZONTAL DATUM: NAD 83 (2011) VERTICAL DATUM: NAVD 88 HORIZONTAL & VERTICAL DATUM OBTAINED WITH TOPCON GRS USING N.C. GEODETIC CONTINUOUS OPERATING REFERENCE STATIONS ONNERS G & L HOLDINGS, LLC A NORTH CAROLINA LIMITED LIABILITY COMPANY 011011-"+i�1Z : ,: - - 0I D.B. 2159, P. 864 D. B. 4080, P. 109 GRAPHIC SCALE 25 sG tact ( IN FEET ) 1 inch = 50 M 20D ACTUAL FIELD SURVEY DATE: JUNE 30, 201$FP P MAPPING DATE: AUGUST 25, 2014 DRAWN BY: J. H -L-M5 DCM-r4HD c� CHECKED BY: Cf rc- C/> FIELD BOOK:� 83 12 PAGE: 1 v� PROJECT NUMBER: 14-05-03 m SHEET OF 0 q® z z 0 R/W C/L INTERSECTION OF NC HIGHWAY 210 & R/W NEW RIVER INLET ROAD .GIMP SMN 'i. : 7 0 < Ll EVA NOW OR FORMERLY GHABRA D.B. 4071, P. 701 LOT 1 OCEAN SOUND VILLAGE M.B. 32, P. 47 RESIDENTIAL USE i�' LINE TABLE LINE # LENGTH DIRECTION Ll 58.73' S83*24'16'E L2 94.32' S65*47'48"E 108.69' S89*59'20"E L4 34.47' N83*33'1 2"E L5 20-00' N08"46'40*W L6 68.68' N 81 *1 3'20"E L7 95-93' N74*08'44"E L8 97.97" N67"21'47"E L9 95,60' N60*05'26"E L10 33.55' N55*18'36"E 60.91' N51 *30'32"E L12 96.17' N48#25'28"E L13 91.93' N47*5444"E L14 97,24' N47*59'48"E TOTAL AREA 525649 Sq.Ft. 12-067 ACRES bQm BENCHMARK: SMN NORTHING: 273800,73' EASTING' 2475741.18 ELEVATION: 6,18' HORIZONTAL DATUM: NAD 83 (2011) VERTICAL DATUM: NAVD 88 HORIZONTAL & VERTICAL DATUM OBTAINED WITH TOPCON GRS USING N.C. GEODETIC CONTINUOUS OPERATING REFERENCE STATIONS QWNEES G & L HOLDINGS, LLC A NORTH CAROLINA LIMITED LIABILITY COMPANY TITLE SQuaQE D.B. 2159, P. 864 N.To on T PROPOSED STRIPING TO BE APPROVED BY NCDOT I � —R/W EDGE OF XSPH'kLT ........... JAI 11568 ot OF, AspH#I sp, ED o -USE PATH R/W AD . . . . ......... ........... E)GS-11 ..................... 00 \EIR . . ...... .............. ,APPROXIMATE F_�)C-D i INIE SMN BENCHMARK LIMIT EL=6.18" *3 0 T Z. t" 11L -M TING OF E V A T-11 (1) N 1 4. r.' AWING L8 Ll I L 0 251P19 Sq.Ft. L 9 V A -A CAMA 8V SMALL STRUCTURE SETBACK V - N IN - SAND SEE SHEET C; > 4 OF 8 _4 3pjpiii 1111 r \,7- - -- - - - - - - - - - - _z. Z - - - - - - - - k_� _-Z v F t-C 10D Z( ly Y g�� LEVATIC'N — — — — — — — — — — — — -- 4- - - - - - - - - - - - - - - a -one CAMA FIRST LINE Of STABLE NAIURAL VEGETA710N (FLSNV) :5: ECM - - - - - - - - - - - _­ 4 �101 FLSNV - - - - - - - - - -4 — - - - _:Z-z- - - - -.E:=- �E� - - - - - - - - - - - - - - --- - At" DAJL �'JAD) - - - - - - - NV FLSNV '0�t - - - - - - - - - - 'FLSO - - - - - - - - - - - - - -- - - - - -- - - ILC -44 AV $/1311 - - - - - - - - - - - - - - - - - - - - - - - - - - - Tn't - -- - - - - - - - - - - - --- P R f 5/13/14 jAD -- - - - - - - i�T_ /oMAfE Y SUC'nR­__ - - - - - - 50' SIORM10 TE JAD -aISTIIATURAL DUNE- EXISTING NATURAL DUNE V! EXISTING NATURAL DUNE .49K-ASCE -CR0SSW5R-- -BE-Ae++- ACCESS - - - - - - - - - - - - - - - - -- CRO-MOVER-71DR- BE-ACK-ACCESS- CROSSOVER FOR BE -- - - - - - - - - - - - - - - - - - - - - - - - - - -$S - - - - - - - - --- FOR� + E I_ E V A '11*'k'_)'!'+='! 6 - - - - - - - - - - - - --- - - - - - - - - - - - - - * - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - --- - - - - ,......-..,.-•-------�- -�- ---- _ _ _ � APPROXIMATE MEAN HIGH WATER UNE --v - - - - - - - -- - - - - - - - - - - - - - - - - - - - -- 2L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 22 - - - - - - - - - - - - - - - - - - - - - - - - - - - - t37-.85 - - - - - - - WE , illillem.1 - — p - — " - - - ELEVATION 1.0' NAYD Sa S58*49'33"W 490.47' 0. S57*05 43 W 265.76' 52 S58"07'01"W 269.36' \A A 9 ARLE S F RIGG ASSOCIATES, INC. (C-73 ­k 8 U R4 , LAND SUjRVEYING - CONVENTIONAL & GLOBAL POSITIONING SYSTE)IS, ���/s ������s���� LAND PLANNING & COMPUTER MAPPING 502 NEW BRIDGE STREET P.O. BOX 1570 101 SCOTTS HILL LOOP ROAD JACKSONVILLE, N.C. 28541-1570 WILMINGTON, N.C. 28411 TELEPHONE: (910) 455-0877 TELEPHONE, (910) 681-7444 E—MAIL.* riggsland@bizec.rr.com E—MAIL: rioasland0bizec.mcom ATLANTIC OCEAN NO PROPOSED CHANGES TO rvio-m (*_1 DADVIKIn- AD A SITE #2 -EXISTING PARKING AREA PARKING AREA DEVELOPMENT PLANS FOR BEACH TOuvvTN OF NORTH TOPSAIL PORTION OF TRACT 3, D.B. 2159, P. 864 STUMP . _601,_ND TOWNSHIP, ONSLOW COUNTY, NORTH CAROLINA G & L CAO TAL HOLDINGS, LLC, OWNERS) D.B. 21599 P. 864 NEW RIVER INLET ROAD (SOUTHWEST OF CRYSTAL SHORES & OSPREY COURT) ,P'-1NA1, MAMN6 NO-r �L, tA5et7 POP CON5 -rkLJCV0N LEGEND CC CONTROL CORNER ECM EXISTING CONCRETE MONUMENT (FOUND)(CONTROL CORNER) EIP EXISTING IRON PIPE (FOUND) EIR = EXISTING IRON ROD (FOUND) EMN = EXISTING MAGNETIC NAIL (FOUND)(CONTROL CORNER) EPK EXISTING PARKER—KALON NAIL (FOUND)(CONTROL CORNER) ERRS = EXISTING RAILROAD SPIKE (FOUND) MBL = MINIMUM BUILDING LINE NMP NON MONUMENTED POINT R/W = RIGHT OF WAY SCM = SET CONCRETE MONUMENT (CONTROL CORNER) SIP SET IRON PIPE SIR SET IRON ROD SMN SET MAGNETIC NAIL (CONTROL CORNER) SPK SET PARKER—KALON NAIL (CONTROL CORNER) I = CENTERLINE WATER METER FIRE HYDRANT Wv m = WATER VALVE @ = SANITARY SEWER MANHOLE @ = CLEAN OUT @ = TELEPHONE PEDESTAL (5 = TELEVISION PEDESTAL @ = FIBER OPTIC CABLE MARKER * = LIGHT POLE = POWER POLE = GUY WIRE = POWER LINE 11 = ELECTRIC TRANSFORMER ------ = SINGLE POST SIGN DOUBLE POST SIGN GRAPHIC SCALE 0 25 50 100 200 ( IN FEET ) SEP 2 01 1 inch = 50 ft. DCM-MHD ACTUAL FIELD SURVEY DATE: JUNE 30, 2014 MAPPING DATE- AUGUST 25, 2014 DRAWN BY: .J' HILL- M:5 CHECKED BY: C,r, Ple5ie5i5 FIELD BOOK:-- 832 J PAGE. - PROJECT NUMOER: 14-05-03 SHEET -5' OF z 0 THIS IS TO CERTIFY THAT THE SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE "VARIES" WHICH IS A SPECIAL FLOOD HAZARD AREA AS DETERMINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, AND THE NATIONAL FLOOD INSURANCE PROGRAM. COMMUNITY PANEL NUMBER 37046R 3 2005 EROSION AND SEDIMENT CONTROL NOTES 1. LAND DISTURBANCE = 3 ES_ 2. ABIDE BY REVISED NPDES PERMIT EFFECTIVE AUGUST 2, 2011 FOR THE NEW STABILIZATION TIME FRAMES. NO NEW SLOPES STEEPER THAT 3:1 ARE DESIGNED. 3.111111 V MAINIENANCE PLAN 4. CLEAR AND REMOVE FROM SITE ALL TREES, ROOTS, ROOT MAT, ETC. FROM THE AREA WITHIN DESIGNATED CLEARING LIMITS . 5. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO PRE -CONSTRUCTION CONDITIONS ANY AREAS FAILURE OF ZDE THE EROS ONPROJECT MEASURESMITS THAT MAY INADVERTENTLY BOTH DURING AND AFTER LANDBDISTURB ND DUE TO THE FA L G ACTIVITIES HAVE BEEN COMPLETED. 6. CONTRACTOR SHALL A®NINSPECTIONMAINTAIN APPROVALNBYTAND NCDENR-DioSONYOFR®NERGY,SION OMiNERAL OL MEASURES UNTIL AND LAND RESOURCES, LAND QUALITY SECTION, IF REQUIRED. 7. FIELD CHANGES MADE THAT AFFECT THE PERMITTED EROSION CONTROL PLAN, INCLUDING STORMWATER CHANGES, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THE SITE IS BROUGHT INTO COMPLIANCE WITH NCDENR-DEMLR LAND QUALITY SECTION. 8. ANY BORROW MATERIAL BROUGHT ONTO SITE MUST BE FROM A LEGALLY OPERATED LANDFILL REGULATED BY THE DIVISION OF WASTE MANAGEMENT OR LANDFILL REGULATED UNDER THE MINING ACT OF 1971. ATED 9, ANY EXCFILL RREGULATED B REMOVED MATERIAL THE D VIS DIVISION OF WASTETE TM®NAGEMENT OR LANDFILLE HAULED TO A YREGURLATED UNDER LANDFILL THE MINING ACT OF 1971, 10. CONTACT PERSON RESPONSIBLE FOR EROSION CONTROL MEASURES: CHARLES F. RIGGS & ASSOCIATES, INC. MR. CHARLES F. RIGGS 502 NEW BRIDGE STREET JACKSONVILLE, NC 28540 PHONE: (910) 455-0877 STUART TURILLE, TOWN MANAGER 2008 LOGGERHEAD COURT NORTH TOPSAIL BEACH, NC 28460 (910) 328-1349 DIVISION OF COASTAL MANAGEMENT NOTES 1. ANY IMPERVIOUS SURFACE WILL BE DIVIDED BY NARROW STRIPS OF PERVIOUS STONE AS TO LIMIT THE SQUARE FOOTAGE OF EACH AREA TO LESS THAN 5000 SF; EROSION IS LESS THAN 2 FEET PER YEAR AND MINIMUM SETBACK OF 60 FEET IS USED FOR SMALL STRUCTURES. 2. PERVIOUS RIVER GRAVEL WITH UNIFORMED SIZE BETWEEN 3/4" TO 3" WILL NOT BE INCLUDED AS BUA. 3. PROPOSED RESTROOMS WILL BE FLOOD PROOF OR TEMPORARY PORTABLE RESTROOMS WILL BE USED. 4. THE PROJECT IS N OUTSTANDING RESOURCE WATER (ORW), HIGH HAZARD FLOOD AREA AND THE ENTIRE LOT IS WITHIN THE 575' AEC. THE OVERALL PROPOSED BUILT UPON AREA IS LESS THAN 25%. 5. NORMAL HIGH WATER LINE WAS DELINEATED BY JASON DAIL. 6. PERVIOUS GRAVEL WILL BE DETERMINED BY STATE STORMWATER MANAGEMENT DEFINITION - SEE NOTE IN STORMWATER MANAGEMENT NOTES, 7. THE PROPOSED KAYAK DOCK AND LAUNCH SYSTEM IS WITHIN A PRIMARY OR SECONDARY NURSERY AREA AND WITHIN OR ADJACENT TO SHELLFISH HARVESTING AREA. THE SYSTEM IS SUBJECT TO THE 25% WIDTH LIMITATION WITHIN THE WATER BASIN AS MEASURED FROM EDGE OF MARSH TO EDGE OF MARSH. 8. COASTAL CAROLINA EZ DOCK AND TRAIL SYSTEM IS DESIGNED TO STOP THE FLOATING DOCK SYSTEM AT ANY ELEVATION FOR EFFECTIVE CLEARANCE OVER ENVIRONMENTAL SENSITIVE AREAS; THUS THE PLATFORM AND LAUNCH COMPONENTS WILL BE SET TO ALWAYS MAINTAIN 18" SEPARATION FROM BOTTOM OF DOCK AND BOTTOM OF WATER BODY. � s COASTAL MANAGEMENT: PROPOSED RESTROOM & 12" EAVES = 204 Sq.Ft. PROPOSED SHELTER & 12' EAVES = 300 Sq.Ft. PROPOSED CONCRETE PARKING SPACE = 392 Sq.Ft. PROPOSED CONCRETE WALK = 361 Sq.Ft. PROPOSED ASPHALT PgEING APRON = 390 aglt. PROPOSED TOTAL BUILT UPON AREA/IMPERVIOUS SURFACE 1647 Sq.Ft. TOTAL ' OT AREA ABOVE�MHWL = 14288 Sa,Ft. PROPOSED BUILT UPON AREA/IMPERVIOUS SURFACE = 11.5% ANTICIPATED DISTURBED AREA: 14506 Sq.Ft, NOTE R/W BENCHMARK: EMN I , RAW R/W 10 PROJE'T NOTES 1. BOUNDARY AND TOPOGRAPHIC SURVEYS WERE PERFORMED BY CHARLES F. RIGGS & ASSOCIATES, INC. 2. PARKING AREA DEVELOPMENT PLANS ARE USED FOR OBTAINING MAJOR CAMA, NC STATE STORMWATER, EROSION CONTROL PERMITS AND NCDOT DRIVEWAY PERMIT. 3. PROJECT WILL UTILIZE ONWASA WATER FOR WATER. 4. PROJECT WILL UTILIZE PLURIS, LLC FOR SANITARY SEWER. 5. PLAN DOES NOT REFLECT FIELD VERIFICATION OF EXISTING UTILITIES. FIELD VERIFICATION TO BE PERFORMED ON SITE BY CONTRACTOR BY CALLING THE NORTH CAROLINA ONE -CALL CENTER AT (800) 632-4949 AND ALLOW THE CENTER TO LOCATE E-XISTING UTILITIES BEFORE DIGGING. 6. ELEVATIONS ARE RELATIVE TO NAVD 88, 7. FINAL LANDSCAPING TO BE DESIGNED AND INSTALLED UNDER DIRECTION OF LANDSCAPE PROFESSIONAL. 8. PROPOSED 6' WALK TO BE TREATED WOOD; MUST BE ADA COMPLIANT WITHIN THE PROPERTY BOUNDARY AND WOOD NOT TO EXTEND INTO NCDOT R/W, ELEVATED WALK TO BE DESIGNED BY OTHERS. 9. PROPOSED RESTROOMS WILL BE A FLOOD PROOF PERMANENT STRUCTURE OR TEMPORARY PORTABLE RESTROOMS TO BE MOBILE RESTROOM BUILDING OR IF INDIVIDUAL UNITS THEN SIX FEET PRIVACY FENCE IS REQUIRED FOR SCREENING. 10, NO WETLAND IMPACTS ARE PROPOSED, PROPOSED PERMOUS GR p,SL NORTHING: 266892.82 FASTING: 2463573.63' ELEVATION: 5.92' I HORIZONTAL DATUM: NAD 83 (2011) VERTICAL DATUM: NAVD 88 HORIZONTAL & VERTICAL DATUM OBTAINED WITH TOPCON GRS USING N.C. GEODETIC CONTINUOUS OPERATING REFERENCE STATIONSCT I I PROPOSED "STOP' SIGN .O- N35.16' 33; W EI 92' Now e5 0.20' t 5.5' 1 EMN BENCHMARK PROP SERF 20' RADIUS NOTE. EGRESS & TOGETHER WITH AN EASEMENT FOR INGRESS, REGRESS AND FOR SUCH RIGHTS AS GRANTORS HAVE IN AND TO TH/,T CERTAIN FIVE FOOT WALKWAY EASEMENT FROM N.C. HWY 210 TO THE ATLANTIC OCEAN AS SHOWN ON A PLAT ENTITLED "REVISED BOUNDARY SURVEY FOR BILLY G. SCHINDEWOLF AND WIFE, DORIS M. SCHLINDEWOLF" RECORDED IN M.B. 32, P. 224, SLIDE J-12 ONSLOW COUNTY REGISTR". AS PER D.B. 1985, P. 646, & D.B. 1985, P. 675 1` NOW OR FORMERLY SPLASH LANDING, LLC 616 KINGS RD �~< GREENVILLE, NC 27858 D.B. 2852, P. 971 rr - LOT 2B rr M.B. 30, P. 40 I RESIDENTIAL USE I$ I G RETAINING `` I tWALL Ex ,S_NG 4' PiC,(ET FENCE =1R > 0D ; 86.47'- o.- ' FENCE CHAIN FEN z------ XIS N Xic-, ; c- �c C5 rq S33'43' 50"E 374.95 0 _ 5' WALKWAY EASEMENT D ; NOW OR FORMERLY z( BARNES 619 PARK AVE. rn G--DSBORO, NC 27530 STORMWATER MANAGEMENT NOTES D.B. 2255, P. 509 1. APPLICATION FOR LOW DENSITY STORMWATER PERMIT NUMBER WITH 12% IMPERVIOUS AREA LOT 3A 2. AND LESS THAN 1/2 MILE FROM SA WATERS RECEIVING STREAM NAME: INTRACOASTAL WATERWAY IN CAPE M.B. 32, P. 225 FEAR RIVER BASIN RESIDENTIAL USE 3. INDEX NUMBER: 18-87 CL 4. STREAM CLASSIFICATION: SA; ORW �► 5. ALL DEVELOPMENT MUST BE IN COMPLIANCE WITH THE STATE OF NORTH CAROLINA GENERAL c PERMIT - NCG 010000 EFFECTIVE ON AUGUST 3, 2011 OR SUBSEQUENT REVISIONS - SEE N DETAILS SHEET 6, GRAVEL DEFINITION PER THE "TEMPORARY GRAVEL RULES IN EFFECT" TEMPORARY ADMENDMENT EFFECTIVE MARCH 28, 2014 STATES "GRAVEL MEANS A CLEAN OR WASHED, LOOSE, UNIFORMLY -GRADED AGGREGATE OF STONES FROM A LOWER LIMIT OF 0.8 INCHES TO AN UPPER LIMIT OF 3.0 INCHES IN SIZE. GRAVEL MEETING THIS CRITERIA IS CONSIDERED PERVIOUS AND EXCLUDED FROM STATGE STORMWATER BUILT UPON AREA (BUA). PERVIOUS E GRAVEL AGGREGATE SIZE TO BE DETERMINED AND APPROVED BY: NC DENR ` DIVISION OF ENERGY, MINERAL AND LAND RESOURCES LAND QUALITY SECTION: STORMWATER MANAGMENT STORMWATER MANAGEMENT BUA 1. TOTAL PROPERTY AREA 0.824 ACRES 2. LESS COASTAL WETLANDS - 0.509 ACRES z 3. LESS SURFACE WATERS - 0.000 ACRES 4. TOTAL PROJECT AREA (PA) 13,722 SF - 0.315 ACRES �- 5. BUA ALLOWED = TOTAL PA * 12% - 1,647 SF 6. BUA ALLOCATION: 6.1. BUILDING & STRUCTURES 504 SF 6.2. PARKING -ASPHALT & ABC STONE 1143 5F 6.3. EXISTING BUA 0 SF �' 6.4. FUTURE BUA 0 SF A Ri 6.4.1. TOTAL BUA ALLOCATION = 1,647 SF f jor SE CHARLES F. RIGGS & ASSOCIATES L-2 :�C-7 0) S UR VLF PING - CONVENTIONAL & GLOBAL PO � � ;. 5' TEMS', LAND LAND PLANNING & COMPUTER MAPA% RAN t Ill z 502 NSW BRIDGE STREET PO. BOX 1570 101 SCOTTS HILL LOOP ROAD 8 JACKSONVILLE, N.C. 28541-1570 WILMINGTON, N.C. 28411 TELEPHONE, (910) 455--0877 TELEPHONE: (910) 681-7444 °- E-MAIL:rPiggsland@bizec.rr.cam E-MAIL: rlggslandC�blzec.rr.com N p-AR v1NG ADA COMPLIANT RAMP PROPO;ED Wool) OR MUL RESTROOM �"" PROPOSED \ ADA COMPLIANT WALK EXISTING GRADE NORMAL TIDAL CHANGES RANGE FROM 15" TO 18" NORMAL HIGH WATER: 0.2' ELEVATION NORMAL LOW WATER: -1.3' ELEVATION (ELEVATIONS RELATIVE TO NAVD 88) PROPOSEr� PROPOSED ADA PARKING S'r­'S COMPLIANT WOOD RAVP (TYPICAL PROPOSED ROPE - do POST FENCE AREA IS PROPERTY , \ DIS BEDS a 4. i 10'x15' o N I PROPOSED 10 A K �G I BATTiR00IaJ L_ - ADA COMPLIANT RAMPS 1 A MINIMUM OF 6' y PROPOSED FLOATING ABOVE HIGH i OBSERVATION PROPOSED UNCH WATER OVER DECK GANG KAYAK LA I CANAL WAY i L CAMA NORMAL HIGH WATER UNE 0.2 VICINITY SKETCH NOT TO SCALE 0.2' 1.1 L I I 'STOP" TO PROPOSED ADA C OMPLIANT I EXISTING FLOATING KAYAK LAUNCH " ABOVE MAINTAINBOTTOM OF WATER � 2aC C O WOOD WALK MUST MAINTAIN A MINIMUM OF 3' ABOVE GROU ND LEVEL WETLANDS AREAS CANAL I SEE DIVISION OF COASTAL ; MANAGEMENT NOTE -1.7' `� IN CHANNEL TO ESTABLISH RIPARIAN CORRIDOR -0 X = 15' RIPARIAN SETBACK (15' RIPARIAN CORRIDOR _1 g WAIVER EXTENT FROM ADJONING DAVIS) X-1.4' CAMA NORMAL HIGH WATER U14E X-1'5' 1.8, % X-1.5' AS PER JASON DAIL 06/24/14 NOW OR FORMERLY 0 X -1.7 ,•, �'������� -1.s� DAVIS .2 X-1.4' oq-/ 9036 9th ST �. %QP¢\P X-1.7' SURF CITY, NC 28445 COASTAL0 2 �. ,y�. e '4 X-1.8' D.B. 2685, P. 161 WETLANDS s - - - \' � ��P Foy, �QQ '1` �"���/� 32' FROM MARSH 25% LIMITATION OF STRUCTURE VACANT ...... - - -1 N6 EXTENT INTO RIPARIAN CORRIDOR UPLANDS ` 0. 2' \ / �i9p`\ .�Q-Cr. �i} ' " 478, 78' 0 N 35 23 PROPOSED FENCE END �• �(r G \ ��NN _ . 452.35' 10'x10' WOOD DECK & WATER SPIGOT -N35'24'22W 307.g4� C� 19 .0k C=:n BENCHES A , ASPHALT ` ( r " -4 IS PT EL=5.92 APRON NOD _ d PROPOSED 1 '�" PROPOSED ROPE m CCD CONSTRUC70N 11 PROPOSED PET`' "�'fF &POST FENCE ENTRANCE GRA PARKING' O (� w 14 5s1[E0 'CONCRETE tf� Ff LINE 392 Sq. r' -�.._ PROPOSED ADA 00 00 a CO�PUANT WOOD RAMP Lv r` Y I 16� ` PROPOSED m �N� ;ry PICNIC - cj SHELTER I O LAT: 34 28 2N,,. " LONG: 77--- 27- 43W Y� oo EM fLn o 5.5 t0 PR6paSED AD 1 bl. 56 PL;��1T 6' Mars w;altc�.� t,. Z C0M EIR EM W Ln , SPEED 1 elm- do .51 150, �� . ' � ", @ 1 4 ' PROPOSED 6' SHADOW LI►1iOSGA Ci "��24 BOX PRIVACY FENCE / 45 NMP PROPOSED ADA j EIR LIMIT PLIANT RAMP rOR \nll�ooD WAENDS A' Dk z IR 46. w , j PROPOSED 1 "TOWN OF N' TOPSAIL BEACH BE A - ACCESS" PROPOSED 3GN NOW OR FORMERLY "TOWN OF NORTH - TREASURE COAST 404 WETLANDS DELINEATION BY LAND MANAGEMENT GROUP 07/17/14 4.41 \ 9y �\ �< \ X-1.7' X-1.8' Q V M to APPROVED BY a LOT 5 RONNIE SMITH USACE 22.02• \ AQP �,, \� 35912 Sq.Ft. �. iG t X-1.7' 4 0.824 ACRES ADA RAMP 14288 Sq.Ft. ,4t PROPOSED ADA COMPUATIT 6' WOOD WALK =r ADA RAMP '" • .. - -� \ PROPOSED KAYAK LAUNCH 0.328 ACRES ' ADA RAMP f DESIGN BY COASTAL CAROLINA EZ DOCK "co ABOVE NORMAL . 4 22 E 345.46 S35 2 COASTAL WETLANDS DEUNEA11ON 910 796-4424 0 ; Q0 C'D ' HIGH WATER LINE AREAS EXCLUDE R/W �\ AS PER JASON DAIL 06/24/14 PROPOSED 6' SHADOW BOX PROPOSED FENCE END { PRIVACY FENCE BOTTOM RAIL A MINIMUM OF 6" ABOVE 404 WETLANDS � LINE TABLE �G LINE # LENGTH DIRECTION L1 7.02' S67'29'41 "W L2 13.16' S55'20'30"W L3 14.78' N71'29'23"E L4 13.24' S56'42'51 "E L5 3.10' S55'04'56"E TOPSAIL BEACH PARKING ACROSS STREET" a" i PROPOSED INVESTORS, INC. SALT TREATED TIMBERS BORDERING GRAVEL SIGN 5' CONCRETE WALK I P O B O X 389 2 5, (SIZE TO BE DETERMINED BY --- 1 SNEADS FERRY, NC 28460 APPROVED PERVIOUS GRAVEL) 1 EIR---; ' Li�'v PRCr'�D D.B. 1985, P. 675 WONS76'28'12"W 'TOMM OF NOR` TOPSAIL BEACH BEACH ACCESS LOT 3 • 0,79 SGtI M.B. 48, P. 29 I CONCRETE PARKING STOP PROPOSED CROSSWALK VACANT (SEE DETAIL) .-� STRIPPING IN R/W TO BE �!3 U APPROVED BY NCDOT I , J t 8 N °- U i- J Q Q _j _ � I z C.D 0 = o U co z� 0 R/W R/w NCDOT NOTES 1, MAINTENANCE FOR EASEMENTS OUTSIDE OF INC DEPARTMENT OF TRANSPORTATION RIGHTS -OF -WAY ARE THE RESPONSIBILTY OF THE PROPERTY OWNER (or HOA). 2. THERE SHALL BE NO ENCUMBRANCES WITHIN THE NCDOT RIGHT-OF-WAY. 3. ONLY NCDOT APPROVED MATERIALS ARE TO BE USED WITHIN THE RIGHT-OF-WAY. d. PAVEMENT MARKINGS MUST BE PREMARKED, INSPECTED AND APPROVED BY NCDOT TRAFFIC SERVICES PRIOR TO FINAL PAVEMENT MARKINGS. CONTACT NCDOT TRAFFIC SERVICES AT (910) 341-0300. 5. ALL TRAFFIC IMPROVEMENT WORK BETWEEN MEMORIAL DAY AND LABOR DAY WILL BE NIGHT WORK ONLY. F. ALL TRAFFIC CONTROL SHALL_ FOLLOW MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). FINS ��W% 20 I � I o I I • i SITE #4 BARKING AREA DEVELOPMENT PLANS FOR 24' PERVIOUS GRAVrL (SIZE TO BE DETERMINE a STATE STORMWATER - SrE v^-ES) 292,53 S35°24'22"E NOW OR FORMERLY z TREASURE COAST �q tiVESTORS, INC. r PO BOX 389 SNEADS FERRY, NC 28460 D.B. 1985, P. 646 LOT 4 i M.B. 48, P. 29 VACANT SALT TF -ATED - u E -R S Imo` BORDERING GRAVE- S ZE TO BE DEIERWNED BY 2.5' �*- APc7 = :.': PERVIOUS GRAVEL) j I� I� I� 20' I I I 1 I I • 3' N i r r r j � � r oil I I 8I Alt I I F_:,A"NG DOCK r 6' WOOD OBSERVATION 0' WALK ADA COMPLIANT RAMI r DECK :,ANG �® s wAv 6AUNC►+ ul r 11� ,3' r PLJNGS MALL BE ENDED BY OTHERS KAYAK LAUNCH DETAIL N t)F NORTO'Twv TH TOPSAIL BEACH LOT 5. =VISION OF TREASURE COVE, M.B. 48, P. 29 STUMP SOL:ND TOWNSHIP, ONSLOW COUNTY, NORTH CAROLINA TOWN OF NORTH TOPSAIL BEACH, NORTH CAROLINA, OWNER, D.B. 4099, P. 557 3623 ISLAND DRIVE LEGEND CC = CONTROL CORNER ECM = EXISTING CONCRETE MONUMENT (FOUND)(CONTROL CORNER) EIP = EXISTING IRON PIFIE (FOUND) EIR = EXISTING IRON ROD (FOUND) EMN = EXISTING MAGNETIC NAIL (FOUND)(CONTROL CORNER) EPK = EXISTING PARKER-KALON NAIL (FOUND)(CONTROL CORNER) ERRS = EXISTING RAILROAD SPIKE (FOUND) ZONED R-20 MBL = MINIMUM BUILDING LINE ZONING_ SETBACKS NMP = NON MONUMENTED POINT FRONT = 30' R/W = RIGHT OF WAY REAR = 10' SCM = SET CONCRETE MONUMENT (CONTROL CORNER) SIDE = 10' SIP = SET IRON PIPE SIR = SET IRON ROD SMN = SET MAGNETIC NAIL (CONTROL CORNER) Q�RS SPK = SET PARKER--KALON NAIL (CONTROL CORNER) TOWN OF NORTH I = CENTERLINE TOPSAIL BEACH, ®= WATER METER NORTH CAROLINA = FIRE HYDRANT wV = I� WATER VALVE TITLE SOURCE ss = SANITARY SEWER MANHOLE D.B. 4099, P. 557 Co = CLEAN OUT PH = TELEPHONE PEDESTAL TAX ID l'.:J = TELEVISION PEDESTAL 814-13.9 Fp == FIBER OPTIC CABLE MARKER = LIGHT POLE REFERENCES -' = POWER POLE = POWER LINE D.B. 4099, P. 557- ® = ELECTRIC TRANSFORMER M.B. 48, P. 29 X7.3' = EXISTING SPOT ELEVATION 7.3' = PROPOSED SPOT ELEVATION = EXISTING POST SIGN TC = PROPOSED TRASH CAN BIKE = PROPOSED BICYCLE RACK pT = PROPOSED PORTABLE TOILET KOD = PROPOSED "KEEP OFF DUNE" SIGN s = PROPOSED "STOP" SIGN = PROPOSED STORMWATER FLOW GRAPHIC SCAM 30 0 15 30 60 120 REVISIONS 09/09/14: IREVISED KAYAK LAUNCH & FLOATING DOCK TO REMOVE THEM FROM ADJOINER'S RIPARIAN CORRIDOR EXTENDED POS- & ROPE FENCE TO COASTAL WETLANDS ( IN FEET ) 2 inch = 30 ft. RECE D ACTUAL FIELD SURVEY DATE: AUGUST 20, 2014 MAPPING DATE: SEPTEMBER 9, 2014 SFP 2 014 DRAWN BY: .J, HE L-M.5 c�CM-MH Orly CHECKED BY: C,r, FIELD BOOK: 754 PAGE: 75� PROJECT NUMBER: 14-05-05 90 G7 C SHEET OF 0 0 z z 0 GENERAL SITE AND PLAN NOTES Y AGENCIES, HOWEVER, ANY 1. THIS PLAN DOES NOT NECESSARILYL OF A CONSTRUCTION ACTIVITIES SHOULD CONFORM TO FEDERALSTATE, LOCAL RLAWS, CODES AND REGULATIONS. 2. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE ENGINEER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL E RESCONSIBLE FOR VERIFICATION OF ALL SETBACKS, EASEMENTS AND DIMENSIONS SHOWNHEREON BEFORE BEGING 1 THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITY AND R.O,W+'S PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS. 4. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER NN RDSO THAT WORKMEN AND PUBLIC SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY ROTE 4. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN UNDISTURBED, UNLESS COORDINATED WITH THE RESPECTIVE UTILITY. 5. CHECK THE GRAPHIC SCALE OF THIS DRAWING SET AS IT IS A REPRODUCTION AND SUBJECT TO DISTURBON. 6. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION. 7. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE `CONSTRUCTION LIMITS" BROOM CLEAN AT ALL TIMES, B. CONTRACTOR SHALL MAINTAIN AN "AS --BUILT" SET OF DRAWINGS TO RECORD THE EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE TRANSMITTAL LETTER TO THE ENGINEER. 9. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE GIVEN TO THE OWNER FOR REVIEW, NO DEPARTURES FROM THE CONTRACT DOCUMENT SHALL BE MADE WITHOUT THE PERMISSION OF THE OWNER. 10. ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION. 11. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE STATE, COUNTY, AND LOCAL CODES. 12. FOR BUILDING DIMENSIONS, SEE ARCHITECTURAL DRAWINGS. 13, THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, EQUIPMENT, ETC., TH4T MAY BE REQUIRED. 14. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. GENERAL GRADING NOTES 1. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES ON THE PLANS. THE EXACT LOCATION OF SUCH UTILITIES IS NOT KNOWN IN ALL CASES, THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF THE DITCHING OPERATION BY OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE UTILITY COMPANIES IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF THE TRENCHING OPERATIONS SO AS TO AVOID AND PREVENT DAMAGE TO THE EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COST RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY LINES INCLUDING BUT NOT LIMITED TO REPAIRS AND LOSS SERVICE REVENUE. CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF EXISTING UTILITIES, SUCH AS POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE CABLES, WATER LINES, ETC... 2. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT, 3. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO THE OWNER AND THE PUBLIC, THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN AT ALL TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES, SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAG MEN AND WATCHMEN AS NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF "CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON UN{FORM TRAFFIC CONTROL DEVICES" BY THE NCDOT, 4 UNLESS OTHERWISE DIRECTED BY THE OWNER OR DEVELOPER, ALL MATERIAL CLEARED AND GRUBBED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK, SUCH AS TREES, VEGETATION, FENCING, ETC... SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF -SITE OR BURNED IF PROP:u:R PERMITS ARE: RECEIVED. 5. ALL WORK BY THE CONTRACTOR SHALL BE WARRANTED BY THE CONTRACTOR FOR A PERIOD OF ONE YEAR AFTER THE OWNER ACCEPTS THE WORK. 6, CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE -CALL CENTER AT (800) 632-4949 AND ALLOW Wt CENTER TO LOCATE EXISTING UTILITIES BEFORE DIGGING, NQM 1. PLAN DOES NOT REFLECT FIELD VERIFICATION OF EXISTING UTILITIES. FIELD VERIFICATION TO BE PERFORMED ON SITE BY CONTRACTOR. NCDOT NMI 1. MAINTENANCE FOR EASEMENTS OUTSIDE OF NC DEPARTMENT ON TRANSPORTATION RIGHTS -0E-V ';Y ARE THE RESPONSIBILITY OF THE PROPERTY OWNER (OR HOA) 2, SIGHT DISTANCE EASEMENTS SHOWN HEREON SHALL REMAIN FREE 4F ALL STRUCTURES, TREES, SHRUBBERY AND SIGNS, EXCEPT UTILITY POLES, FIRE HYDRANTS AND TRAFFIC CONTROL SIGNS. 3. THIS TRACT IS SUBJECT TO 404 WETLANDS AND/OR AREAS OF ENVIRONMENTAL CONCERN, 4, ALL PROPOSED UTILITIES AND WATERLINE TO BE WITHIN 5' OF RIGHT-OF-WAY UNLESS VARIANCE IS GRANTED. WITH VARIANCE, WATERLINE SHALL BE AT LEAST 4' OFF OF EDGE OF PAVEMENT. 5, ALL ROADS SHALL BE PUBLIC AND BUILT TO NCDOT STANDARDS. . THERE SHALL BE NO ENCUMBRANCES WITHIN THE NCDOT RIGHT-OF-WAY. 7. ONLY NCDOT APPROVED MATERIALS ARE TO BE USED WITHIN THE RIGHT-OF-WAY. 8. WATERLINE CAN BE DUCTILE IRON: THICKNESS CLASS 50 OR POLYVINYL CHLORIDE AWWA C-900 PVC PIPE: WORKING PRESSURE CLASS 200 PSI. 3/4" NOT TO SCALE iRAJNAGE & RKLIFT SLOTS 12 GAUGE 4"X4' OR 2'X4" WELDED ORE HOOKED ONTO PREFORMED CHANNELS ON METAL POSTS STORMWATER MAN8GEMENT NOTES 1. ALL DEVELOPMENT MUST BE IN COMPLIANCE WITH THE STATE OF NORTH CAROLINA GENERAL PERMIT - NCG 010000 EFFECTIVE ON AUGUST 3, 2011 OR SUBSEQUENT REVISIONS; REQUIREMENTS INCLUDE: 1.1. PROJECT MUST FOLLOW AN APPROVED EROSION AND SEDIMENTATION CONTROL PLAN 1.2. CONSTRUCTION SITE POLLUTANTS MUST BE MANAGED INCLUDING EQUIPMENT OPERATION AND MAINTENANCE, MATERIAL HANDLING, BUILDING MATERIAL WASTE HANDLING, LOCATION OF STOCK PILES AND HANDLING OF CONCRETE 1.3. GROUND STABILIZATION MUST BE ACHIEVED ON ANY AREA OIL A SITE WHERE LAND -DISTURBING ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, REFER TO APPROVED EROSION AND SEDIMENTATION CONTROL PLAN FOR STABILIZATION TIMEFRAME REQUIREMENTS. 1.4. MINIMUM SELF INSPECTION AND REPORTING REQUIREMENTS MUST BE LOGGED AND MAINTAINED AS LONG AS LAND DISTURBING ACTIVITIES ARE ACTIVE. THE FOLLOWING ARE THE REQUIRES ITEMS, REFER TO THE NCO 010000 PERMIT FOR COMPLETE DETAILS OF ALL REQUIRED INSPECTIONS AND REPORTING: 1.4.1. RAIN GAAGE MONITORING DAILY AND AFTER SIGNIFICANT RAIN EVENTS 1.4.2, WRITTEN RECORD OF DAILY RAINFALL AMOUNTS; PERMIT LIST RECORD RETENTION REQUIREMENTS 1.4.3. EROSION AND SEDIMENTATION CONTROL MEASURES INSPECTIONS AND RECORD KEEPING 1.4.4. NOTIFICATION OF 'VISIBLE SEDIMENT DEPOSITION LEAVING SITE, Sp��1 6" MIN. -----a 2" - 3" COARSE AGGREGATE OR MINIMUM 2" -3" DIAMETER STONE sleet 50' MIN. 6" DIVERSION TO DIRECT RUNOFF FROM R/W SECTION VIEW GEO-FABRIC UNDER ROCK NOT TO SCALE I 1, OBTAIN PLAN APPROVAL AND NECESSARY PERMITS, CONTACT NCDENR-DEMLR LAND QUALITY SECTION AND REQUEST PRE -CONSTRUCTION MEETING; HOLD AN ON -SITE PRE -CONSTRUCTION MEETING PRIOR TO COMMENCING ANY WORK IF NECESSARY. 2, FLAG THE WORK LIMITS AND CONSTRUCTION ENTRANCE AREAS. 3. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT AND SILT FENCING (IF NEEDED) ACCORDING TO PLAN. 4, INSTALL UNDERGROUND UTILITIES, IF NEEDED, FOR AMENITIES; CONSTRUCT GRAVEL AND/OR PAVED PARKING LOT AREAS; CONSTRUCT WOODEN DUNE CROSSOVERS, KAYAK LAUNCH AND PRIVACY FENCE. 5. INSTALL PERMANENT VEGETATION ON ANY DISTURBED AREAS. THE TIME FRAME FOR STABILIZATION OF THE DISTURBED AREAS WILL BE PER THE "NPDES PERMIT STABILIZATION TIMEFRAMES EFFECTIVE AUGUST 2, 2011" - SEE MAINTENANCE PLAN NOTES. 6. ALL EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSPECTED AND REPAIRED ACCORDING TO THE EROSION CONTROL MAINTENANCE PLAN. 7. REMOVE ALL SILT FENCING AND OTHER EROSION CONTROL MEASURES. 8. ESTIMATED TIME FOR ACTIVE CONSTRUCTION SITE IS TWO WEEKS. EROSION CONTBOL _MAINTENANCE PLAN NOTES 1, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSPECTED WEEKLY AND AFTER ANY RAINFALL EVENT. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY, . ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL BE MAINTAINED IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE SITE. PERIODICAL TOP -DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH MAY BE REQUIRED. INSPECT AFTER ANY RAINFALL EVENT AND IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED, WASHED OR TRACKED ONTO THE PUBLIC OR PRIVATE ROADWAYS, 3. SWALES ARE NOT INTENDED FOR SEDIMENT STORAGE. IN THE EVENT SEDIMENT COLLECTS IN SWALES, THE SCALE WILL BE CLEANED OUT IMMEDIATELY TO REMOVE SEDIMENT OR OBSTRUCTIONS FROM THE FLOW AREA AND ALL SIDE SLOPES WILL ALSO BE REPAIRED. SWALES MUST BE TEMPORARILY STABILIZED WITHIN 7 CALENDAR DAYS. 4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES HALF FILLED OR ABOUT 1 FOOT DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. 5, 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, 6. SOIL STABILIZATION SHALT. BE ACHIEVED ON ANY AREA OF A SITE WHERE LAND -DISTURBING ACTIVITIES HAVE MPORARILY OR PERMANENTLY CEASED ACCORDING TO THE FOLLOWING SCHEDULE (TIMEFRAMES FROM THE LAST LAND -DISTURBING ACTIVITY): 61. ALL SWALES/DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 11 WILL BE STABILIZED WITHIN 7 CALENDAR DAYS. 6.2. ALL OTHER DISTURBED AREA WITH SLOPES 11 OR FLATTER WILL BE STABILIZED IN 14 DAYS 6.3. FOLLOWING CONDITIONS OR EXEMPTIONS SHALL APPLY TO STABILIZATION REQUIREMENTS IN 8.1 & 8.2: 6.3.1. EXTENSION OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED ON WEATHER OR OTHER SITE-SPECIF'C CONDITIONS THAT MAKE COMPLIANCE IMPRACTICABLE 6.3.2, ALL SLOPES GREATER THAN 50' IN LENGTH SHALL APPLY GROUND COVER WITHIN 7 DAYS EXCEPT WHEN THE SLOPE IS FLATTER THAN 4:1 6.3.3. ANY SLOPED AREA FLATTER THAN 4:1 OR LESS THAN 10' IN LENGTH IS EXCEPT FROM THE 7 DAY REQUIREMENT EXCEPT WITH THE SLOPE IS STEEPER THAN 2:1 (WILL REQUIRE 14 DAYS) 6.3.4. ALTHOUGH STABILIZATION IS USUALLY SPECIFIED AS GROUND COVER, OTHER METHODS, SUCH AS CHEMICAL STABILIZATION, MAY BE ALLOWED ON A CASE -BY -CASE BASIS. 6.3.5. FOR PORTIONS OF PROJECTS WITHIN THE SEDIMENT CONTROL COMMISSION -DEFINED "HIGH QUALITY WATER ZONE", STABILIZATION IS WITHIN 7 DAYS. 7, THE OWNER WILL PERPETUALLY MAINTAIN ALL PERMANENT EROSION CONTROL DEVICES IN ORDER TO REDUCE TI-E EFFECTS OF ONGOING EROSION 8. SWALE SYSTEM MAINTENANCE REQUIREMENTS PER THE STORMWATER MANAGEMENT PERMIT APPLICATION FORM, HIGH OR LOW DENSITY SUPPLEMENT WILL BE ADHERED TO, 9. FLOCCULANTS WILL BE USED TO ADDRESS TURBIDITY ISSUES, THE PUMPS, TANKS, HOSES AND INJECTION SYSTEMS WILL BE CHECKED FOR PROBLEMS OR TURBID DISCHARGES DAILY. MAXIMUM SEDIMENT STORAGE :_EVEL. REMO'r SEDIMENT WHEN THIS :-VEL IS REACHED OR AS DIRECTED BY CONSERVATION INSPECTOR ULTRAVIOLET RESISTANT (BLACK) MIRIFI FABRIC OR EQUIVALENT SECURED TC WIRE W.7-4 METAL CLIPS OR WIRE AT 8" ON CENTER CARRY APPROXIMATELY 12' OF FABRIC INTO TRENCH, (8" DOWN & 4" FORWARD ALONG THE TRENCH) COVER WITH SOIL AND TAMP BACKFILL CARRY 6" OF WIRE INTO TRENCH NOT TO SCAI 6" PERVIOUS GRAVEL (SEE NOTE) GEO--FABRIC UNDER ROCK V� COMPACTED J� % ! SUBGRADE NOTEL 1. "GRAVEL" MEANS A CLEAN OR WASHED, UNIFORMLY -GRADED AGGREGATE OF STONES FROM A LOWER LIMIT OF 3/4 INCHES TO AN UPPER LIMIT OF 3.0 INCHES IN SIZE. 2. PROPOSED GRAVEL THICKNESS TO BE DETERMINED BASED ON SIZE OF ROCK APPROVED BY NORTH CAROLINA STORMWATER MANAGMENT. 3. ALL FILL TO BE COMPACTED PER NCDOT SPECIFICATIONS. EEMOQUS GRAVEL DUAIL NOT TO SCALE 1.5" SURFACE COURSE, SF9.5A 6" AGGREGATE BASE COURSE COMPACTED SUBGRADE NOTE: ALL FILL TO BE COMPACTED PER NCDOT SPECIFICATIONS. NOT TO SCALE I TOWN OF NORTH TOPSAIL BEACH SITES 1, 2, 3 & STUMP SOUND TOWNSHIP, ONSLOW COUNTY, NORTH CAROLINA TOWN OF NORTH TOPSAIL BEACH, OWNER, D.B. 4084, P. 264 & D.B. 4138, P. 358 TOWN OF NORTH TOPSAIL BEACH VEGETATIVE PLAN 1. PERMANENT SEEDING PERMANENT VEGETATION TO BE ESTABLISHED IN ACCORDANCE WITH "NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL" , SECTION 6.11, LATEST VERSION. SEEDING MIXTURE SPECIES SAIE PENSACOLA BAHIAGRASS 50 SERICEA IESPEDEZA 30 CENTIPEDE GRASS 5 GERMAN MILLET 10 SEEDING DATES: APRIL 1 - JULY 15= SOIL AMENDMENTS: APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS FROM THE AGRICULTURE EXTENSION SERVICE. MULCH: APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF SUITABLE MULCH. ANCHOR BY TACKING WITH ASPHALT, ROVING OR NETTING OR BY CRIMPING WITH A MULCH ANCHORING TOOL. A .DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL, LIMESTONE SHALL CONTAIN NOT LESS THAN 85 PERCENT OF CALCIUM AND MAGNESIUM CARBONATES AND SHALL CONFORM TO THE FOLLOWING MINIMUM STANDARDS: ONE HUNDRED PERCENT (100%) MUST PASS THROUGH U.S. STANDARD 10 MESH SCREEN AND FORTY PERCENT (40%) MUST PASS THROUGH U.S. STANDARD 100 MESH SCREEN. 2. TEMPORARY SEEDING - FALL SEEDING MIXTURE SPECIES RAIE (L AME) RYE (GRAIN) 120 SEEDING DATES: AUGUST 15 - DECEMBER 30 SOIL AMENDMENTS: FOLLOW RECOMMENDATIONS OF SOIL TESTS FROM THE AGRICULTURE EXTENSION SERVICE FOR FERTILIZER AND LIME APPLICATION RATES. MULCH: APPLY 4,000 LB/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, IF CRIMPING IS USED AS ANCHORING METHOD, THEN 4 TONS/ACRE OF MULCH IS REQUIRED. MAINTENANCE: REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS THE AREA WITH 50 LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LB/ACRE KOBE, 3. TEMPORARY SEEDING - LATE WINTER AND EARLY SPRING SEEDING MIXTURE SPECIES RAIE (LB,ZACRE) RYE (GRAIN) 120 ANNUAL IESPEDEZA (KOBE) 50 OMIT ANNUAL IESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE. SEEDING DATES: DECEMBER 1 - APRIL 15 SOIL AMENDMENTS: FOLLOW RECOMMENDATIONS OF SOIL TESTS FROM THE AGRICULTURE EXTENSION SERVICE FOR FERTILIZER AND LIME APPLICATION RATES. MULCH: APPLY 4,000 LB/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. IF CRIMPING IS USED AS ANCHORING METHOD, THEN 4 TONS/ACRE OF MULCH IS REQUIRED, MAINTENANCE: REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE; RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. 4. TEMPORARY SEEDING - SUMMER SEEDING MIXTURE SPECIES REE1 GERMAN MILLET 40 SEEDING DATES: APRIL 15 - AUGUST 15 SOIL AMENDMENTS: FOLLOW RECOMMENDATIONS OF SOIL TESTS FROM THE AGRICULTURE EXTENSION SERVICE FOR FERTILIZER AND LIME APPLICATION RATES, MULCH: APPLY 4,000 LB/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. IF CRIMPING IS USED AS ANCHORING METHOD, THEN 4 TONS/ACRE OF MULCH IS REQUIRED. MAINTENANCE: REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE; RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. 5. COASTAL CHANNELS AND INTERTIDAL GRASS SEEDING MIXTURE SPECIES RATE CRE) COMMON BERMUDAGRASS 40--80 CENTIPEDE SOD SOD ST. AUGUS11NE SOD SOD SMOOTH, SALTMEADOW, TRANSPLANTS GIANT CORDGRASS (INTERTIDAL) SEEDING DATES APR - JULY SOIL AMENDMENTS FOR COMMON BERMUDAGRASS ONLY: FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 3,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 500 LB/ACRE 10-10-10 FERTILIZER, MULCH FOR COMMON BERMUDAGRASS ONLY: TEMPORARILY LINE CHANNELS AND DITCHES WITH JUTE NETTING, EXCELSIOR MATTING, OR OTHER EROSION CONTROL BLANKETS TO COVER THE BOTTOM OF CHANNELS AND DITCHES. OTHER OPTIONS ARE TO APPLY 4,000 LB/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 FOR COMMON BERMUDAGRASS ONLY: A MINIMUM OF 3 WEEKS IS REQUIRED FOR ESTABLISHMENT; REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE, RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. cNor FOP: CON5T)' C�70 RECEIVED i MAPPING DATE: AUGUST 25, 2014 DRAWN BY: J, �1� - CHECKED BY: C,r, f��_1 e5i5 0