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Home My WebLink About135-12 OVERSIZE PLANSGENERAL NOTES: 1. OWNER/APPLICANT: NAGS HEAD SELF STORAGE, L.L.C. C/O THE RUNNYMEDE CORPORATION 600 22ND STREET, SUITE 400 VIRGINIA BEACH, VA 23451 2. PROPERTY DATA: ADDRESS: 209 WEST EIGHTH ST., NAGS HEAD, NC 27959 PIN: 989313027575 REFERENCE: Q.B. 1749, PG. 137; MB Et, PG 261; DARE COUNTY €+EGISTER OF DEEDS 3, ZONING AND LAND USE: 3.1. SUBJECT PROPERTY - ZONING: COMMERCIAL SERVICES DISTRICT - C3 EXISTING LAND USE: MINI STORAGE COMPLEX - CONDITIONAL USE PROPOSED LAND USE: MINI STORAGE COMPLEX EXPANSION - CONDITIONAL USE AMENDMENT 3.2. ADJACENT PROPERTY- ZONING DISTRICT LAND USE NORTH: COMMERCIAL SERVICES (C3) W. EIGHTH STREET/PROFESSIONAL OFFICE SOUTH: GENERAL COMMERCIAL (C2) RETAIL SHOPPING CENTER EAST: COMMERCIAL SERVICES (0) GANNETT AVENUE (PARTIALLY IMPROVED) WEST: COMMERCIAL SERVICES (C3) MALLARD AVENUE (UNIMPROVED) 3.3. FRESH POND A.E.C.- EASTERN LIMITS OF THE 1,200' FRESH POND A.E.C. RUN NORTH -SOUTH THROUGH THE SUBJECT PROPERTY. PURSUANT TO CAMA RULE 15A NCAC 07H.0405(c)(1)(C), THE CONSTRUCTION OF SEWER'S AND OTHER POSSIBLE SOURCES OF POLLUTION ARE PREVENTED WITHIN 500' OF THE FRESH POND. BETWEEN 500' AND 1,200', SEWER SYSITMS ARE PERMISSIBLE WITH UMITATIONS, THE EXISTING DEVELOPMENT'S WASTEWATER DISPOSAL SYSTEM IS LOCATED APPROX. 950 FEET EAST OF THE FRESH POND. THE PROPOSED EXPANSION PROJECT PROPOSES IMPROVEMENTS WITHIN THE LAST 100' OF THE A.E.C., HOWEVER, IT DOES NOT PROPOSE, OR REQUIRE, A NEW WASTEWATER SYSTEM OR ANY MODIFICATIONS TO THE DEVELOPMENT'S EXISTING SYSTEM. 4, DEVELOPMENT SUMMARY: THIS PROJECT PROPOSES TO EXPAND THE EXISTING NAGS HEAD SELF STORAGE FACILITY WITH THE ADDITION OF A BOAT AND RECREATIONAL VEHICLE (RV) STORAGE AREA. THE EXISTING FACILITY WAS CONSTRUCTED AROUND 1985, THE PROPOSED STORAGE AREA WILL ADJOIN THE EXISTING FACILITY TO THE EAST AND WILL INCLUDE A NEW CONTROLLED ACCESS OFF OF SOUTH GANNETT AVENUE TO THE EAST. NO ADDITIONAL BUILDINGS ARE BEING PROPOSED AND THE STORAGE AREA WILL BE SURFACED WITH A COMBINATION OF CONCRETE, GRAVEL AND PERMEABLE PAVEMENT. STORMWATER WILL BE MANAGED ON -SITE BY A SYSTEM COMPOSED OF PERMEABLE PAVEMENT AND AN INFILTRATION BASIN, THE EXISTING MANAGEMENT OFFICE WILL BE USED AND NO ADDITIONAL WASTEWATER, WATER OR PARKING WILL BE REQUIRED. 5. LOT COVERAGE DATA: 5.1. PARCEL AREA- = 117,285 S.F. (2.69 AC.) 5,2. EXISTING COVERAGES- 5.2.1. ),nXISTINr,-IMPERMEABLE COVERAGE EXISTING BUILDINGS: = 25,754 S,F. EXISTING CONCRETE: - 9,092 S.F. EXISTING GRAVEL: 7,546 S.F. TOTAL = 42,392 S.F. 5.2.2. EXISTING PERMS AEILE CQVERAGE EXISTING PERMEABLE PAVEMENT: 5.3. PROPOSED COVERAGES- 5.3.1. PROPOSED IMPERMEABLE COVERAGE PROPOSED CONCRETE: - 3,884 S.F. PROPOSED GRAVEL: 6,344 S.F. TOTAL = 10,228 S.F. - 7,500 S.F. 5.3.2. PROPOSED PERMEABLE COVERAGE: PROPOSED PERMEABLE PAVEMENT: = 21,917 S.F. 5.4, TOTAL LOT COVERAGES - 5.4.1. TOWN OF NAGS HEAD STANDARD: TOTAL IMPERMEABLE SURFACE COVERAGE: = 52,620 S.F. (45%) TOTAL PERMEABLE SURFACE COVERAGE: - 29,417 S.F. (25%) TOTAL OPEN SPACE COVERAGE: - 35,189 S.F. (30%) 5.4.2. STATE OF NORTH CAROLINA STANDARD: COMPLETELY IMPERVIOUS SURFACE: - 52,620 S.F. IMPERVIOUS PORTION OF PERMEABLE PAVERS: = 17.650 S.F. (60% OF TOTAL PERMEABLE PAVEMENT SURFACE) TOTAL = 70,270 S.F. (59.9%) 6, F.E.M.A. FLOOD ZONE THE SUBJECT PROPERTY IS LOCATED IN FLOOD ZONES: AE (EL 10) & X AS REFERENCED ON F.I.R.M. COMMUNITY No. 375356 9893 J, MAP# 3720 9893 00j, REVISION DATE: SEPTEMBER 20, 2006 (SUBJECT TO CHANGE BY F.E.M.A.) 7. PARKING: 7.1. REQUIREMENTS: (1) SPACE PER EMPLOYEE (NOT LESS THAN 5 SPACES) NO MORE THAN 5 EMPLOYEES ANTICIPATED = 5 SPACES REQUIRED 7.2. PROVIDED: 6 - EXISTING STANDARD SPACES 1 - EXISTING ACCESSIBLE SPACE 7 SPACES PROVIDED 7.3. THIS EXPANSION PROJECT PROPOSES TO ADD (42) 10'X30'(TYP) BOAT & RV STORAGE STALLS. 8. THERE ARE NO WETLANDS ON THIS PROPERTY. 9. ESTIMATED AREA OF DISTURBANCE: 60,400 S.F.± (1.4 AC.) 10. BOUNDARY INFORMATION IS BASED ON A SURVEY TITLED "NAGS HEAD SELF STORAGE COMPANY ALTA/ACSM LAND TITLE SURVEY" PREPARED BY C. ROBERT MORE III, L-4184, OF BISSELL PROFESSIONAL GROUP, SEAL DATED 7-21-2004. SHEET 2. OF 2 11. EXISTING SITE CONDITIONS ARE BASED A COMBINATION OF THE ABOVE REFERENCED BOUNDARY SURVEY AND A FIELD SURVEY PERFORMED BY MICHAEL D. BARR, L-1756, OF BISSELL PROFESSIONAL GROUP, DATED 6-18-2012. ALL EXISTING ELEVATIONS ARE BASED ON THE NAVD 1988 VERTICAL DATUM. SOME ADDITIONAL OFF -SITE CONDITIONS ARE PROVIDED FOR REFEREW'E PURPOSES ONLY AND ARE BASED ON AN OVERLAY OF 2010 AERIAL IMAGERY OBTAINED FROM NCONEMAP.COM 12, ALL UTILITIES SHALL BE INSTALLED UNDERGROUND. 13. THE DARE COUNTY HEALTH DEPARTMENT HAS APPROVED THE PROPOSED EXPANSION PROJECT THROUGH PERMIT #20870, DATED 7-24-12. NAGS HEAD SELF STORAGE SHEET l OnemCall Center inc. Know what's below Call before you dig. �ZURVEY LEGEND ECM EXISTING CONCRETE MONUM-',- SIR O SET IRON ROD EIR O EXISTING IRON ROD EIP C EXISTING IRON PIPE PIP PINCHED IRON PIPE Q TELEPHONE PEDESTAL Wv N WATER VALVE r FIRE HYDRANT WATER SERVICE METER ` LIGHT POST -v - SINGLE POST SIGN OHE OVER HEAD ELECTRIC M.B.L. MAXIMUM BUILDING LIMIT N.T.S. NOT TO SCALE P.C. PLAT CABINET D.B. DEED BOOK SL SLIDE SF SQUARE FEET AC I ACRES SRREP i 9 2012 COASTAL V, NIA,G ,TOENI EL1 ZABETl1 CITY PLAN LEGEND --- RIGHT OF WAY PROPERTY BOUNDARY ADJOINING PROPERTY BOUNDARY - - - - - -ta- - - - EXISTING GRADE CONTOURS • • • EXISTING DITCH CENTERLINE a fl EXISTING FENCE LINE EXISTING TREE LINE EXIST CULVERT PIPE (SIZE AS NOTED) =2 EXISTING GRADE SPOT ELEVATION EXISTING GRAVEL SURFACE EXISTING CONCRETE SURFACE EXISTING PERMEABLE PAVEMENT SURFACE TOP OF BANK PROPOSED GRADE CONTOURS - .�..- - ..-•..--...- PROPOSED STORMWATER STAGE PROPOSED FENCELINE PROPOSED SILT FENCE — -- — PROPOSED LIMITS OF DISTURBANCE PROPOSED FINISHED GRADE SPOT ELEVATION PROPOSED GRAVEL SURFACE °- PROPOSED CONCRETE SURFACE A' PROPOSED PERMEABLE PAVEMENT SURFACE DRAINAGE FLOW DIRECTION o o 014 U in a)Jzmm v C71 R! M' ,LOWE r'Cj.. fox j5 ET-Na2mac`; g O O �► t:3 U raw I} v E !L WE .5,-0 I. W Ci : W z _® U) w Iy a . L3 p z l�a� a 5-2W06� Qa�jao d 1aP,o rT 0K cxa �aa Ua cl Q� ti p� a. M DATE: 7-18-12 1 AS NOTED BPG MSB MgAWN: .APPROVE6: IDMK MSB SHEET: 1 �j OF / CAD FILE: 4171OOB1 PROJECT NO: 4171 I I II NOW DR FORMERLY NOW OR FORMERLY NOW OR FORMERLY NOW DR FORMERLY I I DARE COUNTY ABC BOARD STORE, LLC WILBUR WRIGHT WILBUR WRIGHT I LOTS 1-3 & B-10, BLOCK 4 LOTS 4,5,7&C, BLOCK 4 ASSOCIATION, INC. ASSOCIATION, INC. FRESH POND BEACHES FRESH POND BEACHES LOT 6, BLOCK 4 LOT D, BLOCK 4 ] PC:2, SL:68 PC:2, SL:68 FRESH POND BEACHES A FRESH POND BEACHES I II PC:2, SL-68 PC:2, SL:68 I Il j I III I I LD EXISTING I OP---- P WOODEN ] II q q I �XISARACAOE SOUTH GANNETf AVENUE (50' R/W, PARTIALLY IMPROVED) I . II M r I .. g �OP— I } 14 S27'58'53"E —�- �.-.�.� .may �� I A � I o � \ w• ,y.-.� C.,.^-.,� o , Via• ♦ ,..( � ` I X a .0 FRESH POND t1 m f f r♦ \ f °° i s r I 010 • "� SEC CL I a z - ^ _ v < 'L / p' r — / Al 2 N • I cm / (t n r man I W EXISTING dl I Q x NOW OR FORMERLY COMMEI VIAL t_ ry } t h x to BUILD KG tg t I a 0 ] w c� OUTER BANKS ASSOCIATION l s x z OR REALTORS, INC. I� 7 4 LOT 4A, BLOCK 6 t ry f -9 o FRESH POND BEACHES w I PC:E, SL-540 EXISTING 7 1 I o o f ELECTRICAL0 co r o z i t tia �A EXISTING CHAIN LINK FENCE TO BE w REMOVED (APPROX 3$0') tit j 4- pip C �7 p- r •- o� 'a o EGIRAVEL.-/ti w1 NOW OR FORMERLY I wil hRDK INVESTMENT COMPANY C/O HARRIS TEETER, INC.2sd.1i LOT:TR 61, BLOCK: 5 & 7PC: G, SL•132 o a �, EXISTING KILL DEVIL HILLS I '?'y ,4p17 �. Ap eo -: o d; C\ 4 wq• q,w o A ] I S27'58'53"E ---• EXISTING CHAIN LINK FENCE 1 0.00' ] PIP EXISTING o r--7 GRAVEL { . r9 i, EXi5TIN4 a I I ' a 141`L EXISTING CONCREi ti\Cii I F-' I'." • In i.: ONE STORY �) ON CONCRETE SLl M ,. G��1P�0 eF y HI rl I I u. (OFFICE) To 41, q > 4 EXISTING o o CONCRET, 'SECURITY m e 1' :D • p EXISTING IDUMPSTER PAD W/,SCREEN I-I4,{{ ,. I I I v b ,2 X60' LOADING AREA :•� ` , - ►` Y s 1 EX, WW DISPOSAL AREA APPROXIMATE LOCATION p a w (APPROX. 960'± FROM FRESH POND) N a I to ] z PIP 90.95`%IR ] ® 473.37' I I I I f I 1 I I I 1 I I I i ] I i I I I I — I E NOW OR FORMERLY WINDCHASER, LLC. TRACT 2 COASTAL READY MIX RECOMBINATION PLAT PC: G, SL- 323 MALLARD AVENUE (50' R/W, UNIMPROVED) NOW OR FORMERLY GOLASA HOLDINGS, LLC LOTS 11-16 & UN# LOT, BLOCK 4 FRESH POND BEACHES PC:2, SL:68 EXIST?NG LOADING AREA PIP'4 y o 0'F H PO AI NOW OR FORMERLY REBKEE PARTNERS SATTERFIELD, LLC SATTERFIELD LAND)NG PC: C, SL 131 C NOW OR FORMERLY TOWN, OF NAGS HEAD LOT C FOX COMMERCIAL LOTS PC: C, SL: 9A 120 1 PROPOSED 6" TYPICAL FIRE HYDRANT ASSEMBLY W/ 6" TAPPING SLEEVE AND VALVE (SEE DETAIL ON SHEET 7) COORDINATE INSTALLATION WITH DESIGN ENGINEER AND TOWN OF NAGS HEAD PUBLIC WORKS DEPARTMENT I NOW OR FORMERLY RDK INVESTMENT COMPANY C/O HARRIS TEETER, INC. LOT: TR B1, BLOCK: 5 & 7 ' PC: G, SL:132 KILL DEVIL HILLS 2O\S� I Sv 0 p® Y II III II1 � II NOW OR FORMERLY If DARE COUNTY ABC BOARD I I LOTS 1-3 & 8-10, BLOCK 4 FRESH POND BEACHES PC:2, SL:68 1 II II I �II I IEDP- SOUTH GANNETT AVENUE - T _ -- VV2H10 BR2--42- - I I (50' R/W, PARTIALLY IMPROVED) 6 II 1 I I R19" PROPOSED' SECURITY GATE • TYPICAL AUTOMATED ROLLING TYPE LENGTH; 30' ' PROPOSED CONCRETE ENTRANCE APRON I W/ 30" CURB AND GUTTER ¢ tn TOTAL AREA: 2,040 S.F. i o y (SEE DETAILS SHEETS 4 & 6) FRES H POND AEC i "z z Br'^� PROPOSED L 30" CURB AND GUTTER w ENTRANCEBEYOND APRON (SEE SHEET 4 FOR DETAILS) 6'- i t0 ' ` v, a i NOW OR FORMERLY EXISTING COMMERCIAL n z w En OUTER BANKS ASSOCIATION BUILDING W 0 z OR REALTORS, INC. PROPOSED ca < � � 0 LOT 4A, BLOCK 6 FRESH POND BEACHES PERIMETER SECURITY FENCE 6' HIGH CHAIN LINK Y ¢¢! Q PC:E, SL540 LENGTH;150't ALONG NORTH P/L EXISTING ELECTRICALf o SET 5' OFF PA BEHIND BUFFER 0 Ot z in in PROPOSED LANDSCAPE BUFFER YARD d LOCATE OUTSIDE OF FENCE (n NOW OR FORMERLY STORE, LLC LOTS 4,5,7&C, BLOCK 4 FRESH POND BEACHES PC: 2, SL- 68 PROPOSED 15' DRV1EwAY CULVERT (SEE DETA10 SHEET 4) 2' i x()tAi Y, FEMA A' TONE Pwo) NOW OR FORMERLY WILBUR WRIGHT ASSOCIATION, INC, LOT 6, BLOCK 4 FRESH POND BEACHES PC:2, SL:68 NOW OR FORMERLY WILBUR WRIGHT ASSOCIATION, INC. LOT D, BLOCK 4 FRESH POND BEACHES PC:2, SL: fi8 EXISTING WOODEN BARACADE PROPOSED LANDSCAPE BUFFER YARD (SEE DETAILS ON SHEET 5) PROPOSED PERIMETER SECURITY FENCE 6' HIGH CHAIN LINK LENGTH: WO'± ALONG EAST AND SOUTH PA NOW OR FORMERLY GOLASA MOLDINGS, LLC LOTS 11-16 & UN# LOT, BLOCK 4 FRESH POND BEACHES PC:2, SL-68 C5 --- _— ---� to - ------—— O 0000OOOC 0000000 00•QG'OOOQ000a00000'0000000 p I • tr .•` °-°'e�0°4°GOUQG GO-°a°QGQpGGGQOQQQOQQ°Gdo00�a�0 'I-: ,_.'.:: :•• e I oa >G oo Qo Oa ao 00 00 00 00 0o a o `� I � . ,: QO__000 OOOCOO OOOOOOOOOOd0004d004 '�' I • : •. �: • � a °cM� o 0 o O � -o- o- -o-o Q-�- I O o a G O G �Oo°o oGo°Q o0oQ0 oOOQo QQOQo UQOQb� of � PROPOSED i 0004UvGGOU0000000 OQOQO��a00000400G0000440a000 O 00 00000000044Q�- �---Q-(j- fO00 Q� STORMWATER MANAGEMENT O' I ' INFILTRATION BASIN QQxo 0o Oo ooQoQ o0 0 00 0000 00 00 00 o0 00 oa o o o,� I 00 04{.�?•�,0000OO,�QO�,�O�OOG'4Up0000 OOOOOGOOOOQOOOOOOOOOOOOQ04000�0 Oo-00�0aa (SEE DETAILS SHEETS 4&6)I I 0 0�00 000o>o�oG o000 000 ooap 000Q oQoo 0000 0000>000 00 1 0 00 oa o,000 Q o 0 0 00 0 00 00 0 oQ a oo< Qo oa O OOGQ OGGaO�<U�??O o° OOOO�OOCOO 0000 0000 OGOO<>QUOU oo<?O ( I �odo�°0000° o°o °o o QQOG a-oo >ooQo< 0000 0000 ooQo< oQQo< �ao�o 0�� 00 00;00 OU40 000 •� UO 0000 QUUO< 0000 0000< OOUO Oa00 >O <� < , O'� OO 4 40 O OO OO }OO �O< o p Qoao ooao ocoo ocoo 0 0 000o Qooa<>d000 0o QaQ� >o . 00 oG O oGG >o < o< QG Q o0 00 0< po a ap< oo Q a 1 00 00``�O UUOp UCOO OG�O 000-' 0000< 000 0000 QO O >OGOO >ao I < • C21, !?O >0000 0000 ' GUPO OOC7 OO>OG >0000O O 000000 0000 O > 2' O 00 00 Q OO:b O O GG O > UO >O 00 �► O<> OU 00 >UO? T 7s.9' 0 o p G o o 0 ;o o }a Q o o-.o-< o a Qp00 OQOO 4C00 O 00 FIP<a�l 0 000«>OOUO 0000 a O>OCJ 0044 00 0 00 00 0 OGQ O 0OU OQ� OOOO G000 G000 000 O 0000 UU p0 O 04U0 0000 O 00 OOU "OOOU U000 OOUO a00U U >Q o 0000 00 I I oQ o0 0 0 0 �o >oc o 00 0 00 00 0< o o0 oQ oo;{ 00 00 OOp00 0000 O OO a00 �O OU<-0000 �Oa000-0 OOOU qOU OUO. O� 0�00: I PROPOSED Qp pp;?O UO00 OGOO GOOD 000 0004 >0000<�0000 OQOO a0� U G aU e' SITE LIGHTING � O ° pQ QQ O GO O O< O O 00 O 00 00 O UO 00 40.. I ( Qp OQ ?O O O OGOO >0000 UOo 0000 0000 >0000 0000 OG 000 00 W/ BOLLARDS Q {7 a I(SEE DETAILS ON I ao oo�>o ao ocoo ;c.:,e;o >poo ooQO o000 ocoo oQoo oc 0000< o SHEET 5) I EXISTING TREE TO I r. - '•: PROfY05ED . ' ` l . BE RETAINED I I 1: =24' = W1DE 'CONCRETE R a 'AROUND PERMEABLE PA%SvZ-I'T . GAVEL SURFACE: •., "-,' j I "tOTAL,'LENG-4..545' SEt DETAIL St{ T'fi :. 04 ;..(SEE -DETAIL SHEET 6),,. / r( •'� I {SEE DETAILS ON SHEET 5) \� I I° "_ ..`., op.,. °. `' .'p ' / TIE NEW FENCE TO EXISTING. !I I 45' HACK TO 5' OFF PA ,`• ''•. . �- . ^. OTH2AA -- '� EXISTING 1 II - 6 �. ' GRAVEL is I 280,11. PROPOSED I ' EXISTING 4' WIDE CONCRETE VALLEY I' I 4A ONE STORY BLOCK GUTTo ON CONCRETE SLAB (SEE DETAIL SHEET 6) I • • • • • • • • • • • �y 9� SLAB ELEVATION 11.7V EXISTING CHAIN LINK FENCE i. (EXISTING. 'o (SELF STORAGE) GRAVEL EXISTING I J I ' ❑ GRAVEL'.'I s • I �' • C .0 _r' f m / L • tr.. oQ P,7'f�� f f�. t IS _ "ry,C f7(.. ;EX • ( ` ) .€(1C. { .< r ~,C?�,wr C . E 1 f.71 t?C 'f : r ? t, j ;CjC�'' 1 (% I? (� A�Tt i€ `,r �El <, r (7 #, - r�!;�,. { , "C, o -`?7� -,r C_7`'' CON +R t t •;> � �,C. ,.? �',,_.F�Q<?, ,,C C�7 ,�j- r i. Y � I f -� €1^fi <rL.,, `(; f`it C �tC ?f•<C�a`,J �.• riiC?f r,r 110.3 _ � 'C`i[�f �r ? � `j f :�.� ,f'`�?�)?.,�) ,C• .,r�< � , o I, CRETE C � �• '�.i' V: ' �� r r� ,.pall �7�, �' �`, _:.� •�<'� ••, ,� `' U �,� ��. ? '�`�,,., e } -•ifs {[•+J r c i EXISTING . � .� (� C� �t 'r7 �'` "C))c� �b�"J 7 . � yC ! � C -EXISTING, f t„r1.7^ j ..)�^., �__� •j,�,,.(,�i) ,C) 7`rrF , 7•'<�/ /• Z'i�yCr x.t��C ' I .• 1 I a to ONE STORY in {' ;"yCJ T:� _Y• tV .ryrR. + )C?..f,; vvti G �R >, f?r E k{�, C5 �C. ��Ct ' , 1. ,,{ Ir`` ?`.. fi, ; D . .;. -I'•° _ �. 1° &� I) -� ' l`7 .,,�.�,z y� t^^yy� .r>./ �.�. e'� r• ,) ,�,c.�-•', .,C'tC, '',t_,, � q�. I..t . f • Ct ? c' •,r�z�i �ti�j t� C r��` ,� _�. t ��. ON CONCRETE SLAB 1. JtC1��•.r. ( �f,C Z .1 r (7, t !' (a„i'QVER 1 ,4 C7 �C C.a i'ti `7�i,f'^C? ) !3 fi; ; (OFFICE) 280.V WOODEN -CONCRETMSTNG EXI$TiNG*, Q. ,SECURITY .` , ar �. /m.'t•.. cs NE OCK o I BARACADE XISTING °.. GATE . p, :.4 / f.� t IDUMPSTER` PAD 4 � � �f! a +' S�F STORAGE B g ' ) SCRE jj , LOADING t>�REA �:. EX. WW DISPOSAL AREA L—_I j + 'I •"• '' .fit' APPROXIMATE LOCAT.ON { (APPROX. 960't FROM FRESH POND) _EXISTING C"-, LINK FENCE— �. I. EXISTING LOADING AREA PRESOD k TIE NEW FENCE " 0 E TO EXISTING 0 z wNOW OR FORMERLY REBKEE: PARTNERS SATTERFIELD, LLC SATTERFIELD LANDING PC: C, SL:131C VALLARD AVE tiUE 53' R/W, UNIMPR-,-:D) :H OR FORM ERLNOW OR FORMERLY N".CHASER, LLC. TOWN OF NAGS HEAD TRACT 2 LOT C -STAL READ u:X FOX COMMERCIAL LOTS PC: C, SL:9A -::MBINATIDN P'_ -0:G, SL323 I I GRAPHIC SCALE 30 0 is 30 60 120 CL 4 3 a .c c rn c L1 cp to U � A a T, O "LD ".FZ�Nv fA N Icy (,II�MdYuL¢c. I#� l' � t T v, fUtz k W a. v7 En E i°Cis, L '1 t� 11 4 41 v Li t.:76yt W O 0 O osr p .•. o Oz�Q O X 4. F•+ W o ® tZ 0 0 t--1 O O O a. w C w � Z ...I O U T z z O 4! 1 LiJ LZ Q z LL z 0 Q pp I '`' -18-12 --T.♦„11=30' DESIGNER: CHECKE07 BPG MSB DRAYM APPROVED: DMK MSB SHEET: 3 OF 7 CAD FILE: 4171.a0Bi ( IN FEET ) 1 inch = 30 ft. PROJECT NO: 4171 NOW OR FORMERLY NOW OR FORMERLY DARE COUNTY ABC BOARD STORE, LLC LOTS 1-3 & 8-10, BLOCK 4 LOTS 4,5,7&C, BLOCK 4 FRESH POND BEACHES FRESH POND BEACHES PC:2, SL: 68 PC: 2, SU 68 _ RI SOUTH GANNETT AVENUE (50' R/W, PARTIALLY IMPROVED if PROPOSED CONSTRUCTION ENTRANCE (SEE DETAIL SHEET 7) NOW OR FORMERLY WILBUR WRIGHT ASSOCIATION, INC. LOT 6, BLOCK 4 FRESH POND BEACHES PC:2, SL:68 PROPOSED 15"o DOUBLE WALL H.D.P.E CULVERT PIPE LENGTH: 45' INV. IN:7.75' (S) INV. OUT:7,65 (N) (SEE FLEXIBLE PIPE DETAIL SHEET 6) , w t I f I r EXISTING NOW OR FORMERLY WILBUR WRIGHT ASSOCIATION, INC. LOT D, BLOCK 4 FRESH POND BEACHES PC.2, SL:68 NOW OR FORMERLY GOLASA HOLDINGS, LLC LOTS 11-16 & UI4# LOT, BLOCK 4 FRESH POND BEACHES PC:2, SL-6B PROPOSED EROS3ON CONTROL NOTE: VEGETATED EARTHIN BERM THE BERM WILL ACT AS TOP ELEVATION: 11.25' PERIMETER DIKE DURING HEIGHT: VARIES AS REQUIRED CONSTRUCTION AND MUST BE PROPOSED TOP WIDTH:3'1- TEMPORARILY OR PERMANENTLY SILT FENCE ' SIDE SLOPE: 3:1 (H:V) STABILIZED WITHIN 7 DAYS OF LENGTH: 490 LF.t (SEE INFILTRATION BASIN SECTIONS, ITS INSTALLATION. SHOWN INSIDE DISTURBANCE F-,OPOSEO DETAILS AND CONSTRUCTION LIMITS FOR CLARITY LIMITS O- DISTURBANCE CURB AND GUTTER SEQUENCE NOTES ON SHEET 6} DRAINAGE EASEMENT PLACED (SEE DETAIL ON SHEET 7) TOTAL AREA: 1.4 ACRES a COLLECTION SECTION ENTIRE LENGTH (SEE DETAIL SHEET 6) 1 , AROUND BASIN AS DESCRIBED. 1 ACCESS PROVIDED FROM SOUTH c� ♦ \ GANNET AVENUE R/W `sue f a p ? It r 1 1 • _ _ ° \ BEGIN CURB AND GUTTER - t :C1 — — —\ 1 — COLLECTION SECTION ' (SEE DETAIL SHEET fi) \ t • • L-' • — — — _ — — "•�_ —10.5 1<5 STORM- — i — - - 1 • t t1, it. .._,�... .. Ir T_..._..._.. .._..._. r �: TRANSITION CURB AND - t ®Y r 11.15', 3.75" & 4.3" STORM �•i� 1 ,D GUTTER TO DUMP SECTION '• ' _ 1.25' S.0" 5TOR '`� \ \ I PROPOSED !}C>ON O"OG,``O000OOOO OGO'G`C>"'OO JOat?\'✓u•✓vd �, / (SEE DETAIL SHEET 6) °. ' 2a C} O C> {u} �v C>- CEO tv INFILTRATION BASIN z oaoa oar*>o D000a as 000aaao 000000o O ova o O O O o' ¢ SILT FENCE ja .' • o., OPROPOSED (SEE SECTION VIEWS, DETAILS a CONSTRUCTION SEQUENCE N£6NOTES ON SHEET 6)LENGTH: 225 LF. I �. SHOWN INSIDE DISTURBANCE v u� v, 6'C9`f) `L<" <' E ''✓{?-�`''� C*= y x a . LIMITS FOR CLARITY ° ' FO 4Tv �r �SEiSEGI h �I Q �` ✓,3 ! 4 O �`" C7� {} \ o�o � S OOaU000 OU�000 G�1,?;4�OODU�G 000a rf?GOaUOG>a4?f?4>[>aa�0�*S�aO'?a0 .2 `'� � \ �' a �c�a 1; ooa oaao�'ooalo�ooaooaa00000000a000aoa00000000� 0000 oa Sao � I <y00U OOaO<> rOOQe> �OUOe>PU00° f, O U 4� OQO >Oa0 7e 044a ?O 01��>00 �- F a oo >o 00 >ao ooa><ao oa a� a<> o o aoo 00 0 00 0 oa .�, poo As z r I>aa(�oao >a000 a000 >'a�000 ,000a'>aaao > >oe�ao o< 0000, 000a<>oa GRADE AND STABILZE C}= -` O-' •'' �.. >�rO '�i- } Q-'"� -O-` 4�- >-�?- C'-<} "t�-O O-O - . W • Iaoaa 000a<aOooejo�oa a oa;�ov� a000<oao�o�aa a00000000 000�reo 000a `� , , - $ RETURN SLOPE BEHIND Cr CURB AND GUTTEROOaaOr 0000 >atUaO a0a0e-00 O'>00 Oe>4>ODU >OfOa 400<i Ooao< Oo0.Ot,0000 1 I MAX SLOPE: 3:1(H: V)�O CO a000 0000 ><>!J U ODUO 000U >^tOU OJOOr OLIO a I i O >a OOe>00. <?' U. <sa OOe>OC O> �?'> >O �U`�J ar �40 aOfQ00 >O�'�O< - •'•�.---•-�- ----- •1 oa 0000 oo< aaaoe>v` >000 aa< o a a000 ooa cac o1a oa' r" o EROSION CONTROLNDTE: I C_OOaeION-"OOe 000aa'oao< aoo�a'koaa >o 00 `oo oa� °s��a >'<o'a� o� °QI \ t THIS SLOPEMUST BE 1 vv <>O a0 Vie} o.Pt✓e>,{J �a U4 4 QO O 00 �Oa, O<? a0 ?Ca<�O O t NOW OR FORMERLY Lo TEMPORARILY OR PERMANENTLY a1 {J J �} v ) {}-C tj <} O { 9= V {} (l > O O C� e5�' I 54'± BOT7\OM Y(IDTH • STABILIZED WITHIN ZDAYS OF RI,YOCjUaOa<>O >aUc>aa200�E' /O<>O`'Oaot,�50, OUTER BANKS ASSOCIATION C�,< Oo >o o Oa ora'>o aP�a ITS INSTALLATION. a0U000e O a0 >at}CFGOO >a0 fle>OaO> OC J >z OR REALTORS, INC, LOT4A, BLOCK fifaaaO OOCGe>Oa>ra�?a0 �u ,a0e OCaU '4 C? aQaG`R tOOQ OC�OOr00C> 9 00 O : PROPOSED LEVEL o ^' UO O OO 00, a a > a U OO a > a'O >O Or oa > < O FRESH POND BEACHES <a0aaa0 OOGOeFO o�JOr>�✓OOar; Oa< aaG'ar Oas a0a<'4JCi0° 00<?O<OE><4� 00040' I SPREADER z PC:E, SL-540 a < �`� > ` O ? 4C \O� • I LENGTH: 24 LF. EXISTING .Y>aa000a 0000 >oo�o >o�oa >o co'>a o oao< 000a o0 0< 0000< 000a oa c>, j ELECTRICAL ,Oat>OO (SEE DETAIL SHEET c,0a000a 0000 yaaoo<��oo • o , oa y oaa<�acti�o >oo'aa< o oo'oos>oo�aa ooaoc I = o� On OOe 0000<>'a000e>�a4O'O C>�, O`>0000 O 0000 OOOU< OOUO 00 000�> G ! 1 F f O11 O UO OO ar h0O va Oa 4O PROPOSED GAVEL SURFACE. 'GRADE AS' SHOWN' SEE.SICTION.DETAIL SHEET. 6 :,•'AL;25> �;:y ram,~•. END CURB AND GUTTER " '. - E T, ' �. 11,40. i:3 DUMP SECTION j (SEE DETAIL SHEET 6) ., .• ' . ; -:: \ [� • � \ J I Y11.25 EXISTINGy j r 1 L 'GRA lEl LS1758- - NOW OR FORMERLY - � � •� ,� w sip a` � ' RDK INVESTMENT COMPANY I �! : ,I/ 280.1' C/O HARRIS TEETER, INC. LOT: TR Bt, BLOCK: 5 & 7 II.' PROPOSED RIP-RAPPROTECTION SEDIMENT FOREBAY BOTTOM 1 �j/ 4' WIDE CONCRETE VALLEY ACLASS OX.'A' RIP -RAP C.Y. VEGETATE BOTTOM PL D IL HIL 11,5 GUTTER TO BE INSTALLED EXISTING INSTALL FROM -GRAVEL DRIVE LEVEL SPREADER / IP-RAP TO ALONG FLOW LINE OF GRAVEL ONE STORY BLOCK a $ KILL DEVIL HILLS -� o o TO BASIN BOTTOM AS SHOWN. (SEE SECTION SHEET 6) LENGTH. DRIVE AISLE LF. ON CONCRETE SLAB (SEE DETAIL SHEET 6) • • • • • • • • • ... . • • REGRADE EXISTING GRAVEL EXISTING CHAIN LINK FENCE DRIVEWAY AS REQUIRED TO (SEE DETAIL SHEET 6) SLAB ELEVATION 11.75' REGRADE EX STING GRAVEL EXISTING ,� �•.r r SELF STORAGE GRA PROMOTE DRAINAGE AWAY ( ) DRIVEWAY AS REQUIRED TO I EXI` nNG FROM BUILDING PROMOTE DRAINAGE AWAY I i GRh FROM BUILDING 9 y ..' _ r ,., - ! : :- s ,. _ ::.. .. ...• ,. c_ J` . ^:,. r . - -., r ,,.. • . r' _ 1 '..i % -,t` 1. , t- �t,d`- i.�E / '•,t' - 'C F`-'-r ( l^rC �� ., f C1".r ,r .,. -(r ._. •r-. :, r.t .,, �., ,,, �»• ...r ._ : ,-_t' <? fv" � f,Cr „i .:%'r;!`rl1 �..,, r: `f.?`-,r fJ r 1 � .! . � ., r _� .[..> r,.F .,� ; � ,1 ., r �,, - . , , ..; ., ...� ,. r , ,..: .r , .a :. r i `•{.: ( ...v-•�;,`f`�C. ,x..t' + .,� `r.,i (tir^ 1 ,! • r l r , , r � r r r s,, r l'J , r '"1:XkS11�G 7 - C ° . r- F r `�, � .x , f ,.> , �/C�r .f , r < { 'i "'1`^,) • ,1,i �,r'..,'^a.J ., _: ..>< ..,;-.,,-,..- _r-.Ct. ,. .,.I, ',r ,� ..f .,_ ,. <., :. , , , �,€ ✓ .- ,, <.f r' �' „F :..!' .r'^C 1 ,l,(,! ',>. ,r-,,,?'7 �, -.�, 1• r7.r�,-,f ,t -,i ,,�� r r f.", • - r r„ .} ..F .} -•J ., F .€_ -.I .t ,i Y,F ,!, j.,-��... »,€1'(.,; F' ). -.r .(/,..t .-('.<,f r ~c�+ -',, .r r ) .f'•C.r t )•.. '^<(7' _ C f < u f !' .OQN,CRi TE ( ., f ..?`' 1 (.i - : •r .. ( l` , '',,; `r;t �! , r . z . I',1 f (EL.• ,f 7 -1 ,7 - ,f.i 1 •.1 - , _1 -, t..r .. ,r ,F 7` .t' r ^ „1 I .! .�1 (.r ,r .l t r_ r � /_r j. .1^'( r ,� ,(��'"•�, �r.l VERS�,r . ,C_ F' ,r -( )• .ry',J ' .!',�) .r/- f- a,i, f t/" !t( ) ,.r-�.r .r ...w(- ,r..t"EC,-1`,i` »€.' �f `•1. `f f '_r•.',-<(?t€<..i 110.3 a:> 1,... r,(, ,!i" 1. _, C.r .1�y ;f^ .C,C.r i}_{:..r•._i .r*.,, fir✓ ^,f L F,xIS I f ' r ,l 7 1 I r ,» • Imo• r ' ! 1 CONCRETE L < `C •-./C ..e -.., __,._ :, f , .: .•^ ,.=,• `.. ,�-•� r ... ��` ,/ .,r ,.. mil_) , r .d .r �i -.�/1 ? 1-1 .., _, E ,/ J J'•c r .. F.5Q EXISTING o v .J . r ,�,1 r, ,/ter i .r ,-- ,., ,: ,:. ,r . : ,� ..� t,.,r'" s - �.) C' � ,r ,:f ~t,.Y C> j > i'r,. t'r - C C. ,C'-J r)C} 7 f f :7 7•. ) r / r ONE STORY ,. E • r LJ` � 1-_ , - , .. J r F, it f (a - -„F -�_i !,• `C.r - l r'r... ....! ♦� .f' / `,% I---li r-., ,a "CP 'i�,r '1f) . J•' ..1 �).. .(, ': i.f o 1 , J,<,-'C r. �'., VERSy. C. »f {r •,nw f .r ..r r :.,> I,.t ,j f o ON CONCRETE SLAB , . : (`:.�. , c., lY �- , .. ,,.r ,. ,� t , , r r . �.4i Ca `• x�:i'°I �'r C! <f ..1 , 1 r :7r: ` �r< 7 „ �� _. f <�r `r,. C ^:, r ��y �,{ r,r�,. i I `� r>C�), -,r,>. ,• .i>..1`,rtC, ._r,Cj %Fr•.i:,l •-,f,�. '°",t? ,..�F1-,7`.,);C?.,�,.]; :,1,� r ��. � (OFFICE) 280.2' W W I EXISTING CONCREI EEC R in EXISTING b WOODEN p ' NG : EXISTING BARACADE o ONE STORY BLOCK LTY o t ` • ISTING GATE;. ON CONCRETE SLAB uoi DUMPSTER 'PAD „ w u i I • +. W/4: SCREEN'F (SELF STORAGE) I k I 12 X60' LOADING AREA'. y - EX. WW DISPOSAL AREA �1) APPROXIMATE LOCATION (APPROX. 960'± FROM FRESH POND) EXISTING CHAIN LINK FENCE MALLARD AVENUE (50• R/W, UNIMPROVED) NOW OR FORMERLY WINDCHASER, LLC. TRACT 2 COASTAL READY MIX RECOMBINATION PLAT PG:G, SL:323 �j r 1 f• r 1• 1 I I i i 1; I Q 1 ICI I � i w I• o a z I; a i n 1 � l o o EXISTING Nz LOADING R AREA h � o 1 0 t l �\ I i I t I I I I I I I• t PROPOSED -- -- VEGETATED EARTHIN 13ERM TOP ELEVATION: 11.25' iEIGHT: VARIES AS REQUIRED TOP WIDTH:3'f SIDE SLOPE: 3:1 (H: V) (SEE INFILTRATION BASIN 'SECTIONS, DETAILS AND CONSTRUCTION GEQUk?dCE NOTES ON SHEET 6) z EROSION CONTROL NOTE: x THE BERM WILL ACT AS z PERIMETER DIKE DURING J CONSTRUCTION AND MUST BE z TEMPORARILY OR PERMANENTLY STABILIZED WITHIN Z L)! Ya OF ITS INSTALLATION. z NOW OR FORMERLY REBKEE PARTNERS SATTERFIELD, LLC SATTE:RFIELD LADING PC: C, SL 131 C NOW OR FORMERLY TOWN OF NAGS HEAD LOT C FOX COMMERCIAL LOTS PC: C, SL:9A GRAPHIC SCALE 30 0 15 30 60 ( W FEET ) 1 inch = 30 ft. 1X ✓rP" Luminaire Schedule Symbol Qty Label Arrangement Description LLF Lumens/Lamp Arr. Lum. Lumens Arr. Watts 5 A SINGLE PTH-FT-250--PSMH-F-HSS 25' M.H. 0.720 22U00 10089 291 3 G SINGLE PTH-FT-250-PSMH-F 25' M.H. 0.720 220 0 15242 291 Maintained Footcandle levels Calculation Summary, Avg Max Min AvglMin Max/Min Label CalcType Units Fc 0.80 3.4 0.0 N.A. N.A. CalcPts illuminance Fc 1.06 2.9 0.3 3.53 9.67 PARKING SUMMARY Illuminance LIGHTING NOTES: 1. ALL EXTERIOR LIGHTINGOUTDOOR COMPLY WITH NG.NAGS HEAD TOWN CODE, CHAPTER EX. 2, FOR A ELF STOR PLAN WAS GE COMPLEX USE THAT ISARED TO MEET THE KCLASIFIEDING LOT LIGHTING STANDARDS AS LOW LEVEL ACTIVITY IN ACCORDANCE WITH SEC, 46-328 (a). THE STANDARD REQUIRES THAT WHEN ALL LIGHT FIXTURES ARE CUTOFF FIXTURES, A LOW LEVEL ACTIVITY SHALL MAINTAIN A MAXIMUM FOOTCANDLE OF 3.0 AND A MINIMUM OF 0,2. 3. PROVIDE SHAKESPEARE MODEL BS30-00 DIRECT BURIAL COMPOSITE FIBERGLASS POLE OR APPROVED EQUAL. INSTALL TO ACCOMPLISH A MOUNTING HEIGHT (M.H.) AS DESCRIBED ON THIS PLAN, POLE AND FOUNDATION SHALL MEET OR EXCEED CURRENT IBC COMPLIANT WIND LOAD RATING. 4. ANY LIGHTING TEMS SPECIFIED �HE ELINCHANGES To ES PLAN O SUBSTITUTION E WILL REQUIRE SUBMITTAL TO THEMUNIC MUNICIPALITY THROUGH THIS OFFICE PRIOR TO PRODUCTION AND INSTALLATION, THE SUBMITTAL SHALL BE IN ACCORDANCE WITH THE APPLICABLE ORDINANCE. S. THIS LIGHTING PLAN REPRESENTS POINT ILLUMINATION LEVELS AT THE SPECIFIED SURFACE LOCATIONS CALCULATED FROM LABORATORY DATA TAKEN UNDER CONTROLLED CONDITIONS IN ACCORDANCE WITH THE ILLUMINATING ENGINEERING SOCIETY (IES) APPROVED METHODS, ACTUAL PERFORMANCE OF ANY MANUFACTURER'S LUMINARIES MAY VARY DUE TO CHANGES IN ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS/LED'S AND OTHER VARIABLE FIELD CONDITIONS. CALCULATIONS DO NOT INCLUDE OBSTRUCTIONS SUCH AS BUILDINGS, CURBS, LANDSCAPING, OR ANY OTHER ARCHITECTURAL ELEMENTS UNLESS NOTED, This photometric array was prepared byl W,G. GltLenwater & Associates Inc, Eastern Region Sa€eoffice lcof the Thomas Harris Co, Inc, 3093 Virginia Beach, VA 23452 (757) 340-1621 F•ax,(757) 340-1764 mike@wgg-Inc,com Address tlghting related questions to I Michael Kitchen at W,G, Gittenwater. Ail rights allowed Intellectual property are reserved, Project, Nags Head Setf Storage Location+ KDH, NC Datet 7/23/12 FIteI LO-112310 Rev,1 I ROUNDED CONCRETE 6" DIA. STEEL SCH. 40 PIPE BOLLARD FILLED WITH CONCRETE AND PAINTED YELLOW. PAVEMENT (SEE DETAIL) O • e • 4''e CONCRETE ENCASEMENT 4' TYPICAL LSI LIGHTING' PATRIOT MODS_ IF.SNA FULI, CUTOFF DIE—CAST ALUMINUM FIXTURE HORIZONTAL BURN FORWARD THROW 250 WATT PULSE —START METAL HALIDE BULB THE (5) FIXTURES AROUND PARKING AREA SHALL HAVE REAR MOUNTED EXTERNAL HOUSE SIDE SHIELDS SHAKE%PEARE DIRECT BURIAL COMPOSITE FIBERGLASS POLE OR APPROVED EQUAL 36" SQUARE X 4" CONCRETE CAP CAN BE CONTIGUOUS WITH EDGE OF SIDEWALK OR SEPARATED AS REQUIRED PULL BOX ALL ELECTRICAL SHALL BE INSTALLED UNDERGROUND as BOLLARDS SHALL BE PLACED ON ' e r EITHER SIDE AND JUST AHEAD $" IN. OF THE LIGHT POLE BEING PROTECTED. e j " MiN!-- TYPICAL BOLLARD DETAIL NOT TO SCALE DFCIniJOIS TT STANDARD WA- (I)E:CIDUOt1S I 2ND BRANCH :5" OR WIDE R w/ IvSL;TAI. GH 12 GA, GAL. V. DO NOT PULL. f,' F:;?NG SiAKFS, DIAM. VJOOL3 OR e S'Nt) PuR THE F. (1) SPi Tb COMPACTED UJ x ANCHOR BOLTS AS REQLAR a � BACKFiLL WITH POLECRETE £ y 4:� z At REQUIRED TO ATTAIN CURRENT IBC COMPLIANT NAND LOAD RATING LIGHT POLE DETAIL NC)T TO SCALE IVC,Ma' EN TREE )RUNE ONLY DEAD OR DAMAGED NOOD. DO NOT PRUNE 71_l1SH TO BRANCH. LEAVE SLIGHT STUB. i 2. GA. GAIN. STEEL GUY WIRE, ATTACH TO 24' MIN. STEEL T—POST CR RFBAR STAKE, 3 PER TREE, DO NOT PUL..L. TAUT. FLEX -PIPE BARK PROTECTOR SET ROOTBAI.L 2"-4" ABOVE FINAL. GRADE, REMOVE E" 1RF WIRE BASKET AND BURLAP F -OP I/N OF ROOTBALL AND ANY OR WIRE. WHITE PVC AR' .JND WIRE TO MARK AND PREVENT 'PEOPLE FROM (I TRIPPING ':r? MIRE. 4" DEPTH WC CHIP MULCH 6" HIGH SAUCER AROUND PLANT 24 MIN. STEEL T—POST OR j04 REBAR STAKE, FLUSH w/ GRADE, THREE PER TREE (EVERGREEN TREES) MiJJ 1 12 1 ROOTBAI.t., �2 ROOTBAIJ ROOTBALL ILIA. DIA, DECIDUOUS AND EVERGREEN TREE PLANTING AND GUYING DETAIL NOT TO SCALE (GUY AND STAKE DECIDUOUS TREES 2" AND LARGER CALIPER AND CONIFEROUS TREES OVER 4' Hi ON ST€ E,P SLOPE S PLANT SAUCI R ON DOWNHILL SIDE ONLY. PRUNE, ONLY DEAD OR DAMAGED B RANC HES, 4" DF IH BARK i OR AS INDICATED IN THE SPECIALPROVISIONS PLANT ROOTRALL 3" ABOVE FINAL. GRADE. REMOVE PLASTIC OR bAETAL, CONTAINER — TOR R&B MATERIAL, REMOVF RURLAP FROM TOP I/3 OF ROOTBALI... & ANY TWINE OR WIRE. 6" SAUCER AROUND PLANT SPECIFIED BACKFLLL.. COMPACTED SUBGRADE FOR ROO-IBOUND CONTAINER SIOCF, UAKF ROI O BAL L SHALOW SCORES ( If4^ " I/z') Al eN SIDES OF ROOTEi/tlt.., 1`7 1/2 ROOTBAIJ, R001`9A.L DIA. D'A- SHRUB PLANTING DETAIL g1 B P I f I III NOW OR FORMERLY YI NOW OR FORMERLY I DARE COUNTY ABC BOARD STORE, LLC II LOTS 1-•3 & 8-10, BLOCK 4 LOTS 4,5,7&C, BLOCK 4 FRESH POND BEACHES I FRESH POND BEACHES 2 SL:68 PC:2, St_68 f, f rilCI f III f � I I� i — SOUTH GANNETT AVENUE ® I I (50' R/W, PARTIALLY IMPROVED) I I I _0 I Il 9- f 1°.X SIG TRIANGLE T 0o I • A 5' WIDE GRASS YARD SHALL BE ' I I INSTALLED ALONG THE P/L v rn o } a 01 10 a ¢• Q z I N g�g EXISTING C OMMER L i NOW OR FORMERLY BUILOINOG ; OUTER BANKS ASSOCIATION U) OR REALTORS, INC. JQ 0LOT 4A, BLOCK 6 d u !!!1 o FRESH POND BEACHES EXISTING I z PC: E, Si ELECTRICAL L, I s �Io � •I } nl z I R I A TYPE "C" BUFFER YARD SHALL BE INSTALLED ALONG THE R/W I THE BUFFER YARD SHALL BE: LENGTH: 135'± f WIDTH: 5' MINIMUM WHEN INSTALLED 1' II HEIGHT: 5' MINIMUM WHEN INSTALLED I PLANTINGS: JAPANES€ BLACK PINE TREES PLANTED 10' O.C. 1 I (� WITH RUSSIAN" OLIVES PLANTED 3' O.C. IN BETWEEN. s 1 OR APPROVES? EQUAL (SEE PLANTING DETAILS THIS SHEET) f y b. f... 1 .. ...# ... f ... EXISTING.CHAIN LINK FENCE 0 � f i p. I 110.3' I I ING STORY ONE ON CONCRETE SLAB (OFFICE) U,I 1 h , .•'. < ..-CONCRETECr `. .ISECU b pXIST1NG CIO , . DUMOSTER 'PAD F- I i I I -W/�.SCRE�N . : 12'Xfi0' LOAD ! 3 AREA' ¢ _ p k . 1V ` z k -_'_SAL 1 EX. W,+' AREA APPR01a_- _ _- 't RC+/ rc_-1 (APPROX, 96C•c POND) f f I I � 1 1 I I I I I I I I I I I I i 1 NOW OR FORMERLY WILBUR WRIGHT ASSOCIATION, INC. LOT 6, BLOCK 4 FRESH POND BEACHES PC-2, SL:68 NOW OR FORMERLY WILBUR WRIGHT ASSOCIATION, INC. LOT D, BLOCK 4 FRESH POND BEACHES PC:2, SL- 68 NOW OR FORME GOLASA HOLDING LOTS 11-15 & UNO LOT FRESH POND BEA( PC:2, SL-68 A TYPE "C" BUFFER YARD SHALL BE INSTALLED ALONG THE R/W THE BUFFER YARD SHALL BE: EXISTING LENGTH: 60't WOODEN WDIi 5' MINIMUM WHEN INSTALLED 9ARACADE HDCHT: 3' MAXIMUM WHEN INSTALLED PLANTINGS: RUSSIAN OLIVES PLANTED 3' O.C. PROPOSED OR APPROVED EQUAL TYPE 'A" POLE MOUNTED LIGHT FIXTURE THE EXISTING TREE LINE WILL BE UTILIZED (S) TOTAL AROUND PERIMETER OF STORAGE AREA. ,'ALONG THE RDAAINING LENGTH OF R/W/ TO oo�00000 o aoo 0000 0000 o 000 aoao>ooco 0 00 00 o aoo oa°o �ooa aoo° aao aGoo a o° oc;G aooa o°o °aoo 0000 aooG o°o 0000 0 00 ly 00 0 0000 000 °000 0000 00000 00000 0 ' 0000 o�ooGo c:;?a0000 0 00 G000<ooao ooao<.oGo a000 °GOD 0000 0000 Dose c� o°°o 0000 0000' >0000Gao ooGo< 000G 0000. 000v o.U.000 ooao° 0000 oGoo °?°° 0000 00000 c G:v o 0000Q 000°o. 0000a 0000 000ao � ao,00000a 0000 0000 ovGo 0000° oo�o�G Qc�000°a c n O O 000 °o°o 0000 000 o Go 00 0 ,000 � O. g 0000 >oo 0000 ooa o Go °cr o,o°o 0000 Gaov 0000 ov °0 0 0°0 000G ooao o°000 000 0000000 O OOOOo � °O 0000 �°O 0000 0000 o O� °O O O°O°O aGGO OOOo000 OOGO O°O° 0000 OOGO 0000 C�Oo00 °o°o o°o° G°o 0 0° °0 0 0°0 °G°o O°o° o°0 0 0°'f? o o°o °O°Oo°may° o°o O o° °0 0 o°O >°o°O YX NOW OR FORMERLY WINDCHASER, LLC. TRACT 2 COASTAL READY MIX RECOMBINATION PLAT PC: G. SL: 323 MALLARD AVENUE (50' R/W, UNIMPROVED) NOW OR FORMERLY REBKEE PARTNERS SATTERFIELD, LLC SATTERFIELD LANDING PC: C. SL-131C NOW OR FORMERLY TOWN OF NAGS HEAD LOT C FOX COMMERCIAL LOTS PC: C, St 9A L GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) I inch = 30 ft. 6�. 120 0 r � C rn c U Loo 1 ° n Q) i 9 QCj�ZN�D p, M N w x 3 � N N m�•�aNi tn (O N TN m E O"' LN ,n x ear Ewacgg p4 �r Q z D CL' [T] `. tY O z T� A� z O w Con Q w Q z z Q w a a. Z a O F- U5 cj r> W Lu Q rh Ut 6 > 'o (n cQ3i (n vi � P c c w v E F c 0 (D c 1 I f' �DATE: 7-18-12 DESIGNED: CHECKED: BPG M5B DRAWN: APFP.OVED: DMK MSB SHEET: 5 OF 7 CAD FILE: 417100B1 PROJECT NO: 4t7l NOT TO SCALE ,2D OR 3` MIN. CONVENTIONAL CONCRETE THICKENED EDGE DETAIL NOT TO SCALE USE A THICKEND EDGE WHEREVER CURB SECTION VIEW AND GUTTER IS NOT UTILIZED 1/81-1/41 f IN Ftow D, d CONVENTIONAL CONCRETE CONTROL JOINT DETAIL NOT TO SCALE SECTION VIEW NOTES: MINIMUM PAVEMENT THICKNESS (D) = 6" W/6x6-W2.9 x W2.9 WWF REINFORCEMENT, PLACE 2" BELOW TOP OF SLAB UNDOWELED TRANSVERSE CONTRACTION OR LONGITUDINAL JOINT, SAWED OR PRE -MOLDED. DO NOT DOWEL PAVEMENTS LESS THAN 7" THICK. CONVENTIONAL CONCRETE SPECIFICATIONS: 1. USE ACI CERTIFIED FLATWORK FINISHER 2. USE ACI 33OR-01 GUIDE FOR DESIGN AND CONSTRUCTION OF CONCRETE PARKING LOTS 3. USE ACI 330.1-94 STANDARD SPECIFICATION FOR PLAIN CONCRETE PARKING LOTS 4. ALL CONCRETE USED IN PARKING LOT, UNLESS OTHERWISE INDICATED, SHALL HAVE A COMPRESSIVE STRENGTH OF 3,500 PSI AT 28 DAYS. 5. PREPARE THE SUBGRADE IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS FOR RIGID PAVEMENTS. SUBGRADE SOIL DENSITY TESTING MUS_r BE COMPLETED AND VERIFIED BY THE GEOTECHNICAL ENGINEER PRIOR TO CONCRETE PLACEMENT. 6. IMPORTED SOIL USE FOR BACK FILL SHOULD BE FREE OF HEAVY CLAY, SILTS, STONES, PLANT ROOT OR OTHER FOREIGN MATERIAL GREATER THAN 11" IN DIAMETER IN ORDER TO ACHIEVE ADEQUATE COMPACTION AROUND ANY FIXED OBJECT IN GROUND, ALTERNATE WILL BE TO USE FLOWABLE FILL. 7, KEEP ALL JOINTS CONTINUOUS WITH A MAXIMUM JOINT SPACING OF 10 FT. 8. CONTROL JOINTS SHALL BE FORMED OR SAWED WITHIN 12 HOURS FROM TIME OF PLACEMENT; A. SIDEWALK -SPACING SHALL BE SAME AS WIDTH OF PAVEMENT AND LESS THAN 5 FEET IN LENGTH B. PAVEMENT -MAXIMUM SPACING SHALL BE 2.5 TIMES THICKNESS IN UNIT OF FEET AND LESS THAN 15 FEET IN LENGTH (E.G. T=4 INCH SPACING AT 10'x1O') 9. CURE CONCRETE IMMEDIATELY AFTER FINISHING OPERATION IS COMPLETED BY USING ONE OF THE FOLLOWING METHODS: WATER, PIGMENTED WATER -BASED CURING COMPOUND OR VISQUEEN AND BURLAP 1 /2" R 6" 24" 3/8" x 1' DEEP GROOVED OR SAWN JOINT FINISHED GRADE (TO BE FILLED W/ JOINT SEALER) 3" R Ile R a --- - 1/2"/Fr FINISHED PAVEMENT C 3000 PSI ONCRETE a n PLAIN BUT JOINT 2'-6" CURB & GUTTER COLLECTION SECTION NOT TO SCALE NCDOT STD 846.01 1/2" R 24" 3/8" x 1" DEEP FINISHED GRADE\1 GROOVED OR SAWN JOINT (TO BE FILLED W/ JOINT SEALER) FINISHED PAVEMENT \\ < 1/87177 3000 PSI CONCRETE. a • . PLAIN BUT JOINT CURB &, GUTTER DUMP SECTION NOT TO SCALE NCDOT STD 846.01 9ENERAL CURB & GUTTER NOTES: 1, 1/0 X 1-1/2" DEEP CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS. 2. 1/2' EXPANSION JOINTS SHALL BE PLACED AT 90' INTERVALS, AND ADJACENT TO ALL RIGID STRUCTURES. 3. ALL JOINTS SHALL BE FILLED WITH JOINT FILLER AND SEALER, La, AS NOTED i PLAN VIEW OVERFALL ELEVATION 0 LLI I- 0 z i FILTER "x" RECEIVING -/ \\' MATERIAL ELEVATION THICKNESS (V) = 1.5 x MAXIMUM DIAMETER - 8" MINIMUM SECTION VIEW INLET/OUTLET PROTECTION/ENERGY DISSIPATOR NOT TO SCALE SEE PLAN FOR LOCATION NOTES: 1. 'La' T LENGTH OF APRON. DISTANCE'La' SHALL BE OF SUFFICIENT LENGTH TO DISSIPATE ENERGY. 2, APRON SHALL BE RECESSED AND ALIGNED STRAIGHT. 3. FILTER MATERIAL SHALL BE GEOTEXTILE FILTER FABRIC OR 6" THICK MINIMUM GRADED GRAVEL LAYER. 6" AGGREGATE BASE COURSE COMPACTED SUBGRADE\ TYPICAL GRAVEL SURFACE SECTION NOTE: SURFACING SHALL CONSIST OF FINE GRADING THE SPECIFIED PARKING & DRIVE AREAS AND INSTALLING 6" OF AGGREGATE BASE COURSE(#7 STONE), THE SOIL SUBGRADE BENEATH SHALL BE COMPACTED TO AT LEAST 95 `o OF ASTM D 698 PRIOR TO ANY PLACEMENT OF SUBBASE FILL OR STONE BASE COURSE ALL SITE PREPARATION AND THE DESIGN AND CONSTRUCTION OF ALL FOUNDATIONS, GROUND SLABS, AND PAVEMENTS SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS TREATED 2"X10" MAY BE ABUTTED END TO END FOR MAX. SPREADER SPREADER MUST BE LENGTH OF 50'. PROVIDE INSTALLED LEVEL AD J QUATE SUUPORT AT JOINTS /! 6" MIN. 1" MIN. 2" MIN. f6" MIN. _,18" MIN. REBAR SUPPORTS--- 8' MIN. SPACING FRONT VIEW LEVEL SPREADER PLATE BOLTED TO ANCHOR POSTS SPACED ® 8' O.C- AND AT EACH END (SEE FRONT VIEW DETAIL) IN FLOW �___r� INFILTRATION BASIN BOTTOM ""'-I! 2" MIN 4" SAND BED �t;\\'' i�; �� s ( x( l� gas ` �; `'` Q •'• °'�•��\`� ;�'=4�� A SHALLOW DEPRESSION SHALL BE CONSTRUCTED ALONG THE ENTIRE r`� ,Y\� '/\�r\\ \ \r Y r\Y IN SITU SOILS LENGTH OF THE UPSTREAM SIDE OF THE �\ff•��R,.�� + \�� '� `�` LEVEL SPREADER PLATE. ' \ \.P \\ 12" WIDE x 6" PEEP RIP -RAP TRENCH LONGITUDINAL SLOPE: 0.09\r \ '% LINED W/ GEO-TEXTILE FABRIC ALONG AVG. DEPTH: 6"�\�\\ ENTIREOF iEVEL SPREADERSTREAM PLATE. SIDE SEED, SPRIG OR SOD DEPRESSION SECTION VIEW TYPICAL LEVEL SPREADER DETAIL NOT TO SCALE SECTION VIEW LEVEL SPREADER SPECIFICATIONS 1. Location -- level spreaders are typically located at the inlet to an infiltration basin and are intended to dissipate and uniformly distribute concentrated flows. 2, Length - the total length of the level spreader shall be constructed as noted on the plan sheet. 3. Width - the average width of the level spreader shall be constructed as per the details given on this sheet. 4. The Level spreader plate shall shall be constructed of treated 2"x10" lumber and shall be installed completely level over its entire length with a max. deviation of 0.25". 5. Upstream depression shall be constructed in grade with dimensions as given in the detail on this sheet. Again, to ensure equal distribution, the depression shall be constructed as longitudinally level as possible. Portions of the depression that are not be lined with rip -rap shall be permanently vegetated as per the guidelines on this sheet. 6. Geotextile fabric (filter cloth) shall be utilized in areas that will receive rip -rap stone. 7. Rip -Rap - crushed aggregate (4" to 5" typ-) shall be placed in those areas given in the details on this sheet. 8. Maintenance - the level spreader shall be inspected after all large storm events far damage that may result in poor future performance. Spreader shall remain level. OPEN FACED FLEXIBLE PERMEABLE PAVEMENT SHALL BE TURFSTONE BRAND UNLESS OTHEPWISE APPROVED BEFORE INSTALLATION CONCRETE PARKING OR RIBBON AS NOTED ON PLAN GRAVEL DRIVE (SEE DETAIL THIS SHEET) FILL VOIDS WITH CLEAN SAND FLUSH WITH TOP OF PAVEMENT No. 57 STONE \ ' Irv-�i i u '-'-(SEE NO MIN. THICKNESS = 4" *SLOPE NOTE: WHEN THE FINISHED GRADE SURFACE SLOPE (MAX 6.0%) IS GREATER THAN THE SLOPE OF THE SUBGRADE SURFACE (MAX 0.5%), THE DEVIATION SHALL BE MADE UP IN THE DEPTH OF STONE BASE PROVIDED. THE DEPTH OF STONE SHALL NOT BE LESS THAN THE AMOUNT SPECIFIED.K✓ Ay ED GRADE WHERE NOTED, INSTALL 24"X8", 4000 PSI, REINFORCED CONCRETE RIBBON. REINFORCE WITH REBAR OR WWF WATPL TABLE (SHWT) ELEVATION: 8,00' MSL TYPICAL FLEXIBLE PEMEABLE PAVEMENT INSTALLATION DETAIL NO SCALE LOCATIONS AS NOTED FLEXIBLE PERMEABLE PAVEMENT NOTES: 1. WHEN INSTALLING AND CONSTRUCTING AROUND PERMEABLE PAVEMENTS, THE DEVELOPER AND CONTRACTOR SHOULD FOLLOW THE CONSTRUCTION TECHNIQUES AND GUIDELINES PROVIDED UNDER ATTACHMENT "E" OF THE "NAGS HEAD SELF STORAGE, BOAT AND RV STORAGE AREA EXPANSION, STORMWATER MANAGEMENT REPORT.' THESE GUIDELINES ARE PROVIDED TO MINIMIZE COMPACTION OF UNDERLYING IN -SITU SOILS DURING INSTALLATION, AS WELL AS TO MINIMIZE PAVEMENT CLOGGING OFTEN CAUSED BY ADJOINING UPLAND LAND DISTURBANCES. RIP -RAP INLET/OUTLET PROTECTION (SEE DETAIL THIS SHEET) SEDIMENT FOREBAY SEED, SPRIG OR SOD FOREBAY BOTTOM SEDIMENT FOREBAY SECTION SCALE: 1" = 2' LOCATION AS NOTED ON PLAN LEVEL SPREADER (SEE DETAIL THIS SHEET) INFILTRATION BASIN BOTTOM LEVEL SPREADER DEPRESSION PROVIDED BY A GEOTECHNICAL ENGINEER 2' CONC. RIBBON 6' SHOULDER 62'± AVG. BASIN TOP WIDTH 3' TOP OF BERM WIDTH BERM RETURN WIDTH VARIES (5'-7') FLEXIBLE PERMEABLE 5.' DESIGN STORAGE ELEV.: 11.25' PAVEMENT GRADUATED SEDIMENT 3.75" & 4.3" DESIGN STORAGE ELEV.: 11.15' SEED, SPRIG OR 50D SEED, SPRIG OR SOD (SEE DETAIL TYP. EOP SHOULDER GRADE BREAK ACCUMULATION SEED, SPRIG OR EARTHIN BERM BERM TOP AND SIDE THIS SHEET) ELEV,: 11.25' / ELEV.: 11.0' BENCHMARK ~^ ' • 1,5; DESIGN'STORAGE ELEV.: 10,50' _ SOD BAA--'N•SIDE ELEV.: 1L25' LOPES 1/8"/FT (SEE TABLE NOTE) (SEE TABLE FOR AREAS & VOLUMES) SLOPES STABILIZE WITHIN 7 DAYS SLOPE AS REQU€RED _ 24- 1 /8'/FT - -� d d d a• a n 4 q- I COMPACTED SUBGRADE 4" MIN. OF.. i NATIVE SANDY FILLSOILS ' 1 ) _ �. , , , _ _ _ _ CLEAN SAND_ ( 1 NATIVE SANDY FILL SOILS ; ) 3 ) 54't AVG. BASIN BOTTOM WIDTH ( 3 R 1 3 ) BASIN BOTTOM ELEV,: 10,0' i �. V XISTING TING GROUND VAR -ON -� '` r• - - - - --.-�--- .- -. - �. - -- '----------- A \, .� \ �,.�•/ }\ ,;- '� ''�• � C. :,'� Ce '`'��- l"� .=i7� ,�t ems;=c'-`. ^�},• ;\-y;' • �-�.�Y• `;' '�.W.�w` /F"% � \\'' ,�, \' i`1�,�\. %'" �',',,�\ � - � �--...-• ._. .Y - � :\ -' i • \\'YID \ i�, \� . f`\\ "�\'\ \/,,,•�\,`l�'\ � �'�'�� °" •,i�%� -�� \ ^fix?��\:c✓ �'� \)\. -,\\�' 5� \ %` � 4 ^'\•�. � \ ,r ,;� �v \ \��; :\, �' \" '" .�1-t \;4��\.� ,�% IN -SIN SOILS` i. \ i s\ � '` �� \i� \` ��" r\\r+' '�,, \`� i ,•,.\�' 'i \✓•\�> •< \�'IN-SITU SOILS "�%•.�- .\��' \�• 24" 3/8" x t" DEEP "`'`"`� \ � +\ � �r\' � Y\ ••'=\ � i ,.� �.�'\!•l '�� .r ,-,s� ` `,,, , GROOVED OR SAWN JOINT G �� t• \ ,\�\ l�\4C\"%\\ \ \ t \ .� SEASONAL HIGH WATER TABLESSHWT} tz �� ;t✓1 (TO BE FILLED W/ JOINT ... _ ... _ . ._ ... - ... .. ... . SEALER) _ ELEVATION: 8.00'• AISL 1/8" R FINISHED PAVEMENT/GRAVEL INFILTRATION BASIN SECTION - A a ....4 3000 PSI CONCRETE d ' SCALE: 1" = 2' LOCATION AS NOTED CIS PLAN PLAIN BUT JOINT I 2' CONIC. RIBBON 6' SHOULDER 14'f AVG. BASIN TOP WIDTH 3' TOP OF BERM WIDTH BERM RETURN WIDTH VARIES (7'-10') 4'-0" VALLEY GUTTER SECTION NOT TO SCALE SEE CONVENTIONAL CONCRETE SPECIFICATIONS THIS SHEET APPROVED SUITABLE FILL MATERIAL COMPACTED TO 95% MAX. DENSITY AS DETERMINED BY ASTM 069E TOP OF FILL GENERAL INSTALLATION NOTES: ' •r ' •R r, .: ';- t ' ?; t ".'.v = 1. ` y A- EXCAVATIONS SHALL COMPLY WITH THE TERMS AND q { ' '+ : +------- j __ - H i I = -EXCAVATIONS CONDITIONS OF THE CONSTRUCTION STANDARDS FOR IN OSHA 'SAFETY liff ii 12'� ` CONSTRUCTION',CHAPTER XVt ODF TITLE 29RCFRUPARITN 926 THE 1 CONTRACTOR SHALL HAVE A COMPETENT PERSON ON THE JOB AT _.! � UNDISTURBED SOIL 1 11111 111�1111- ALL TIMES AND SHALL EMPLOY A PROFESSIONAL ENGINEER TO ACT UPON ALL PERTINENT MATTERS OF THE WORK. SELECT BACKFILL MATERIAL CLASS Ill OR 2, DO NOT OPERATE HEAVY EQUIPMENT OVER ANY PIPE CULVERT CLASS II, TYPE I ABOVE & BELOW SPRINGLINE + 111111111 UNTIL THE PIPE CULVERT HAS BEEN PROPERLY BACKFILLED AND BACKFILL SHALL BE PLACED IN 6" LAYERS COVERED WITH AT LEAST 3 FEET OF APPROVED MATERIAL. AND COMPACTED TO 90% MAXIMUM DENSITY 3. THE PIPE CULVERT INSTALLATION SHALL BE INSTALLED IN AS DETERMINED BY A5TM D698 TOOPOF PIP AI ACCORDANCE WITH NCDOT TYPICAL STANDARD DETAIL 300D01. I 1 _•-• .i•-:, ,• 11 I.D.= THE MAXIMUM HORIZONTAL INSIDE DIAMETER DIMENSION. :I';Illll HAUNCH ZONE- FULLY COMPACTED %' ' ' I = O.D. =THE MAXIMUM HORIZONTAL OUTSIDE DIAMETER DIMENSION. H = THE FILL HEIGHT MEASURED VERTICALLY AT ANY POINT ALONG THE PIPE FROM i,p. 6 MIN. PIPE DIA THE TOP OF THE PIPE TO THE TOP OF THE EMBANKMENT OR THE BOTTOM OF LOOSELY PLACED SELECT MATERIAL CLASS [II OR NOT LESS THAN 6' THE PAVEMENT STRUCTURE AT THAT POINT. CLASS It, TYPE 1 FOR PIPE BEDDING. LEAVE FILL HEIGHT FOR FLEXIBLE H.D.P.E PIPE. SECTION DIRECTLY BENEATH PIPE UNCOMPACTEO COMPACT AFTER PIPE IS MINIMUM FILL HEIGHT FOR PIPE r6>12'AND < 60' - 2 FT. A5 PIPE SEATING AND BACKFILL WILL ACCOMPLISH COMPACTION, PLACED & PRIOR TO O.D. + 3' PLACEMENT OF FILL MAXIMUM FILL HEIGHT FOR PIPE 0 >12" ANO < 60' - 20 FT. FILL HEIGHT FOR RIGID RCP PIPE. MINIMUM FILLHEIGHT FOR CLASS IV & V PIPE -1 FT. STANDARD FLEXIBLE PIPE IN STALLATION DETAIL MINIMUM FILL HEIGHT FOR CLASS II & III PIPE - 2 FT. MAXIMUM FILL HEIGHT FOR CLASS It PIPE -10 Ff.. CLASS III PIPE - 20 FT. NOT TO SCALE 4CDOT STD 30ODO1 FT CLASS IV PIPE 40 FT, CLASS VPIPE - 40 FT. FENCE ALONG P/L AVG. EXISTING GRADE ELEV,: 9,6'± FLEXIBLE 5.0" DESIGN STORAGE ELEV.; 11.25,,FENCE ALONG PERMEABLE GRADUATED SEDIMENT P/L PAVEMENT SEED, SPRIG OR SOD ACCUMULATION (SEE DETAIL TYP, EDP OUL.DER GRADE BREAK BENCHMARK 3.75" & 4.3" DESIGN STORAGE ELEV.: 11.15' SEED, SPRIG OR EARTHIN BERM SEED, SPRIG OR SOD BERM TOP AND SIDE THIS SHEET) ELEV.: 11.25' ELEV.: 11.0' (SEE TABLE NOTE) 1.5" DESIGN STORAGE ELEV.: 10.50' S00 BASIN SIDE ELEV.: 11.25' SLOPES 1/8"/FT SLOPE AS REQUIRED (SEE TABLE FOR AREAS & VOLUMES) SLOPES it �. ...., _ "^,,, ," _„•_,•, \__,,, „_ 5TA61!JZEWITHIN 7DAYS 4' MIN. OF AVG, EXISTING GRADE CLEAN SAND ELEV.: 9.8'± NATIVE SANDY FILL SOILS ' 1 - • • ..... ( 1 Y NATIVE SANDY FILL SOILS - 3 ) 6.5'f AVG, BASIN BOTTOM WIDTH ( 3 _ .. •. ) BASIN BOTTOM ELEV,i 10.0' s + 3 T.. - - - - - Il GROUND ELEVATIDN' `�-':\\� \, a\ �S"` �/=j:'�i, \ P` -�`•- - -a: �- \,, 1. ^y `� \� y � r•\! . .. \\. Y;'1�\`�,! \� r• , 'i�%\\ �� \ � �h� '+IN-�'TU SOILS '� ,'\ � �\�\\; �`'� ``•`>, � �; ��\ � � ��\ \ \ \ `,, '\ \, �; \ � .��.., � �,,`\ .� \�,,\�` �•^' \' t!. � •,. •!> j�\'y/"r��,\ \ ^f.r � �, � '\\��\`( � � \\ �'' \�\• �'' \{ ��`1N-SITU 90(LS \ .\ iS�'�\\�� \ �/�\�� 01 r ;%SEASONAL HIGH WAITEF2 TABLE�SHWi)i(i\ ELEVAf164:8.00'' A197 INFILTRATION BASIN SECTION B SCALE: 1" = 2' LOCATION AS NOTED ON PLAN CUMULATIVE: STORAGE INFILTRATION BASIN �iENERAL CONSTRUCTION NOTES: INFILTRATION BASIN CONSTRUCTION SEQUENCE NOTES: STAGE DESCRIPTION ELEV. (FMSL) SURFACE AREA (S.F.) VOLUMETHN(C.F.) (• •) (TO Tf,r NEAREST i"r.) 1. CARE SHOULD BE USED DURING INSTALLATION TO MINIMIZE COMPACTION OF SOIL ON THE THE FOLLOWING SEQUENCE IS IN ADDITION TO THE 'CONSTRUCTION SEQUENCE SCHEDULE PROVIDED BASIN BOTTOM 10.0 9,100 0 BOTTOM AND WALLS OF INFILTRATION DEVICES. TO AVOID COMPACTING THE DRAINAGE MEDIA, UNDER THE EROSION AND SEDIMENT CONTROL SPECIFICATIONS. 1.so' STALE 1D,5 1D,318 4,855 LIGHT EQUIPMENT AND CONSTRUCTION TECHNIQUES -T TAT MINIMIZE COMPACTION SHOULD BE 1. IN THE AREA OF THE PROPOSED INFILTRATION BASIN CLEARING AND GRUBBING SHALL BE USED, PERFORMED UTILIZING LIGHT EQUIPMENT AND CONSTRUCTION TECHNIQUES. GRADE BREAK 1110 11,552 10,326 2. RUNOFF SHALL NOT BE DIRECTED INTO AN INFILTRATION DEVICE UNTIL THE DRAINAGE AREA 2. THE EARTHIN BERM AROUND THE PERIMETER OF THE INFILTRATION BASIN SHALL BE CCNSTRUCTED 3.75"/4.3' STAGE' 11.15 13,093 12.174 IS STABILIZED, A CONSTRUCTION SEQUENCE MUST BE FOLLOWED THAT REFLECTS THE NEED AND STABILIZED WITH TEMPORARY & PERMANENT VEGETATION. THIS WILL CREATE A TEMPORARY s.00' sTAGE/TOP 11.25 t7,DaD -- 13,895 TO STABILIZE THE INFILTRATION DEVICE. SEDIMENT BARRIER DURING CONSTRUCTION. 3. A MINIMUM OF ONE OBSERVATION WELL SHALL BE NCLUDED IN THE DESIGN OF AN 3. THE PROPOSED STORAGE AREA IMPROVEMENTS SHALL BE INSTALLED AND GRADED ACCORDING TO =4.3" STAGE INCLUDES INTERSTITIAL STORAGE, 3.75" DOES NOT PER DWQ INFILTRATION SYSTEM TO PERIODICALLY VERIFY THAT THE DRAINAGE MEDIA IS FULLY THE PLAN, DRAINING. THE MONITORING WELL SHALL CONSIST OF A 4 TO 6 INCH, PERFORATED PVC PIPE 4. TRANSITIONAL SHOULDERS AND SIDE SLOPES BETWEEN THE STORAGE AREA AND THE PROPOSED BASIN STAGE -STORAGE TABLE WITH A LOCKING CAP. THE WELL SHOULD BE PLACED NEAR THE CENTER OF THE FACILITY INFILTRATION BASIN SHALL BE GRADED AND STABILIZED WITH TEMPORARY & PERMANEN- OR IN THE GENERAL LOCATION OF THE LOWEST POINT WITHIN THE FACILITY, WITH THE VEGETATION. RIP -RAP INLE;/OUTLET PROTECTION SHALL BE INSTALLED AS NOTED, NOTE: INVERT AT THE EXCAVATED BOTTOM OF THE FACILITY. 5. ALL UNDESIRABLE SEDIMENTS AND TRASH ACCUMULATED WITHIN THE INFILTRATION AREA DURING FOR THE PURPOSES OF MAINTENANCE, A GRADUATED BENCHMARK SHALL BE INSTALLED THE BASIN'S BOTTOM TO AID IN THE REMOVAL THE 4. REFERENCE SIMILAR PERMEABLE PAVEMENT CONSTRUCTION TECHNIQUES AND GUIDELINES THE COURSE OF CONSTRUCTION SHALL BE REMOVED. AND RETURNING THE BASIN TO ITS DESIGN ACCUMULATED SS DESIGN PROVIDED UNDER ATTACHMENT 'E' OF THE "NAGS HEAD SELF STORAGE, BOAT AND RV 6. FINAL GRADING AND PLACEMENT OF CLEAN SAND MATERIAL WITHIN THE BOTTOM OF THE BOTTOM ELEVATION. REFERENCE OPERATION AND MAINTENANCE STORAGE AREA EXPANSION, STORMWATER MANAGEYENT REPORT." INFILTRATION BASIN SHALL, BE PERFORMED. DOCUMENTS FOR ADDITIONAL DETAILS. 7. INSTALL LEVEL SPREADER, SEDIMENT BENCH MARK, MONITORING WELL AND FINAL PERMANENT VEGETATION AS SPECIFIED, GENERAL PROJECT NOTES: CONSTRUCTION SEQUENCE SCHEDULE 1. PROJECT NAME: NAGS HEAD SELF STORAGE CONSTRUCTION ACTIVITY SCHEDULE CONSIDERATION BOAT AND RV STORAGE AREA EXPANSION First land -disturber activity- Stabilize 2, OWNERIDEVELOPER: NAGS HEAD SELF STORAGE, LLC Construction Access Construction g Y- 600 22ND ST SUITE 400 entrance, construction routes, equipment bare areas immediately with gravel & VIRGINIA BEACH, VA 23451 parking areas temporary vegetation as construction 3. PROJECT DESCRIPTION: COMMERCIAL OUTDOOR BOAT & RV STORAGE FACILITY takes place. 4, RECEIVING STREAM: ATLANTIC OCEAN - INDEX NUMBER: 99-(7) ns Itall principal basins after construction 5, STREAM CLASSIFICATION: SB - PASQUOTANK RIVER BASIN Sediment Traps &Barriers p p Basin traps, sediment fences, &outlet site is accessed. Install additional traps B PROJECT DISTURBANCE TABULATION: protection and barriers as needed during grading. TOTAL TRACT AREA: 2.69 AC, PROPOSED VEHICLE STORAGE AREA: 0.90 AC. PROPOSED STORMWATER AND OPEN SPACE AREA: 0.50 AC. TOTAL MAXIMUM DISTURBED AREA: 1.40 AC. =area,een calculated utilizing properties within the Autocad software. NOTE: All excavated material occurring during the course of construction will remain on -site for lot grading and infiltration basin berming. NOTE: There are no wetlands on this property. NOTE: The angle of graded slopes and fills 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, all disturbed areas left exposed will, WITHIN 14 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, certain critical areas as identified on the plan, such as, but not limited to, i perimeter dikes, swaies, slopes steeper than 3:1, and areas located within High Quality ty Water Zones, must be temporarily or permanetly stabiized WITHIN 7 CALENDAR DAYS of any phase of grading in these areas. _OF A permanent ground cover for all disturbed areas must be provided WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (whichever is shorter) fallowing completion of construction or development. Runoff Control - Diversions, perimeter dikes, water bars, and outlet protection Runoff Conveyance System - Stabiles streambanks, storm drains, channels, Inlet & outlet protection, slope drains Land Clearing & Grading - Site preparation- cutting, filling & grading, sediment traps, barriers, diversions, drains, surface roughening Surface Stabilization - Temporary & permanent seeding, mulching, sodding, riprop. Building Construction - Buildings, utilities, paving. Landscaping & Final Stabilization- Topsoiling, trees Sr, shrubs, permanent SEDIMENTATION AND EROSION CONTROL NOTES: seeding, mulching, sodding, riprap temporary control measures. A. NARRATIVE AND SITE DATA The project will consist of the construction of a 32,500 s.f. permeable pavement, gravel and concrete surfaced boat and RV storage area and associative lightling, landscaping, and stormwater managment infrastructure. Development will occur an the eastern half of a 2.69 acre tract of land that is partially developed with the existing Nags Head Self Storage facilty constructed around 1985. The proposed storage area will connect to the existing storage facility and will have a gated access to S. Gannett Ave. to the east, The project site is located to the south of West Eighth St„ Within the Town of Nags Head in Dare County. The site's existing topography is relatively fiat, with slopes ranging between 0-10%. Elevations across the proposed development area range from 11.5 ft msl near the center, to 8.5 ft msl towards the southeastern comer. The site is mostly open with a mix of bare sand, grasses and live oaks and pines throughout. There are no wetlands on the site. Site soils are composed of Corolla Series Fine Sand and are described as being nearly level, moderately well drained soils with very rapid permeabilty. Protocol Sampling Service, Inc. conducted an on -site evaluation to determine the presence of any restrictive horizons, water table conditions and infiltration and permeabiity capabilites of the underlying soils. No restrcttve horizons were found to a depth of at least 48 inches. The seasonal high water table was found to be fairly consistant across the site at an estimated elevation of 8.0 ft msl. Infiltraton rates were tested and found to exceed 40 inches/hour. There are no existing building improvements or drainage features on the site. A portion of the existing adjoining Self Storage i llty currently drains in to this area with no formal outlet. The nearest existing drainage feature is an existing drainee ditch located just off -site to the south and serves the adjoining shopping center development. This ditch drains east and ties Into the NCDOT HWY 158 drainage network that ultimately outlets north to an Atlantic Ocean Outfall. The next closest drainage feature is a system of roadway swales and culverts located along the south side of W. Eighth St. This system also drains east and ties to the same HWY 158 drainage network. B. BUILDING WASTES HANDLING: 1. NO PAINT OR LIQUID WASTES SHALL ENTER INTO STREAMS OR STORM DRAINS 2. DEDICATED AREAS FOR DEMOLITION, CONSTRUCTION AND OTHER WASTES MUST BE LOCATED 50 FEET FROM STORM DRAINS AND STREAMS UNLESS NO REASONABLE ALTERNATIVES ARE AVAILABLE. 3. EARTH I WMATERIAL STOCKPILES MUST BE LOCATED 50 FEET FROM STORM DRAINS AND STREAM UNLESS NO REASONABLE ALTERNATICES ARE AVAILABLE. 4. CO NCRETE MAT ERIALS RIALS MUST BE CON TROLLED LLED TO AVOiD CONTACT WiTH SURFACE WATERS, WETLANS OR BUF FERS. C. SEDIMENT BASINS: 1. OUTLET STRUCTURES, WHEN UTILIZED, MUST WITHDRAW FROM THE SURFACE OF THE SEDIMENT BASIN UNLESS THE BASIN SERVES A DRAINAGE AREA THAT LESS THAN 1 ACRE, 2. USE OF DWQ APPROVED FLOCCULANTS ONLY. D. MAINTENANCE AND INSPECTIONS: 1. INSPECT TEMPORARY EROSION CONTROL DEVICES AFTER EACH 0.5 INCH RAINFALL EVENT ANDIOR WEEKLY. REPAIR AND REMOVE SEDIMENT BUILD-UP AS NECESSARY. 2. INSPECTSTABILIZED AREAS AFTER EACH 0.5 INCH RAINFALL EVENT. RILLS AND GULLIES MUST BE REPAIRED, RE -SEEDED AND MULCHED AS SOON AS POSSIBLE. TEMPORARY DIVERSIONS MAY BE NECESSARY UNTIL NEW PLANTS DEVELOP. BARE SPOTS MUST BE RELIMED, FERTILIZED, MULCHED AND RESEEDED AS PROMPTLY AS POSSIBLE. YEARLY REFERTILIZATION MAY BE REQUIRED TO MAINTAIN PRODUCTIVE STANDS. 3. INSPECTIONS SHALL ONLY BE REQUIRED DURING "NORMAL BUSINESS HOURS." 4. INSPECTION REPORTS MUST BE AVAILABLE ON-S€TE DURING BUSINESS HOURS UNLESS A SITE-SPECIFC EXEMPTION IS APPROVED. 5. RECORDS MUST BE KEPT FOR 3 YEARS AND AVAILABLE UPON REQUEST. 6. ELECTRONICALLY- AVAILABLE RECORDS MAY BE SUBSTITUTED UNDER CERTAIN CONDITIONS. 7. PERFORM ROUTINE MAINTENANCE (INCLUDING MOWING AND CLEANING OF ROADWAY SWALE) ONCE FINAL STABILIZATION HAS OCCURRED. E. NOTES: THE INTENT OF THIS PLAN iS TO: MINIMIZE THE EXTENT AND DURATION OF DISTURBED SOIL EXPOSURE, PROTECT DISTURBED AREAS FROM STORMWATER RUNOFF. STABILIZE DISTURBED AREAS AS SOON AS POSSIBLE. MAINTAIN LOW RUNOFF VELOCITIES (AND PROTECT AREAS WHERE THiS IS NOT POSSIBLE), - RETAIN SEDIMENT ON SITE WITH SILT FENCING AND SILT DAMS. THiS PLAN REPRESENTS MiNIMUM SEDIMENTATION AND EROSION CONTROL MEASURES. ADDITIONAL MEASURES AND DEVICES MAY BE REQUIRED AS CONSTRUCTION PROCEEDS, HYDRANT SHALL BE A 6" "WATEROUS PACER" MODEL AND SHALL MEET THE SPECIFICATIONS PROVIDED IN THE TOWN OF NAGS HERD WATERLINE STANDARDS 20• APPROPRIATE 2500 PSI CONCRETE REACTION As a INSTALLED BEHIND BASE • ►-• IN ACCORDANCES + • THE WN HEAD .�... 'w HYDRANTi441fi��i'M• • +a��taaCisatai �%:+rJr•.yr• ill ill• ONSQUARE SPLI i STONETHICK PROVIDE • ► ABOVELEAST 5 INCHES or •i WEE• HOIE_ 6"X6' 6`X12" 6"X24` A is" 3T 41- B 6- 12' 24" SIZE 6" DIA, X OFFSET EXISTING SWALE OR CULVERT VAIRES SINGLE TREE `1 ! HIGH VISIBILITY PLASTIC MESH FENCING TRUNK 0 (IN.) PROTECTION ZONE RADIUS (FT) 4 5 6 7.5 8 10 12 15 16 20 20 25 NOTES: 1, ALL COMPONENTS OF THE FIRE HYCRANT,TAPP �,'G SLEEVE AND VALVE, PIPING AND OFFSETS (IF NECESSARY) SHALL BE PROVIDE AND INSTALLED ti ACCORDANCE VNTH THE CURRENT TOWN OF NAGS HEAT WATERLINE STANDARDS. 2. COORDINATE LOCATION OF EXIS- N O-WATERMAN AND INSTALLATION OF HYDRANTTHE CES'_'-,`1 ENGINEER AND Tr F TOWN OF NA �_ S HEAD PUBLIC WORKS DEPARPOE•:T. 3.0' TYPICAL RESTRAINED JOINT AWWA C153 DIOFFSET CONNECTOR X MIN. TO SWALE BOTTOM PIPE T MIN. TO CULVERT BOTTOM M.J. SPLIT GLAND l 6- CLASS 50 OR PRESSURE 1[PIPE CLASS 350 DI RESTRAINED -/ B JOINT A OF OS PIPE vuvz Install key practices after principal sediments traps and before land grading. Install additional runoff -control conveyance measures during grading. Where necessary, stabilze streambanks as early as possible. Install principal runoff conveyance system with runoff -control measures. Install remainder of system after grading. Begin major clearing and grading after principal & key runoff control measures area installed. Clear borrow & disposal areas as needed. Install additional control measures as grading progresses. Mark trees & buffer areas for preservation. Apply temporary or permanent stabilization measures immediately on all disturbed areas where work is delayed or complete. Install necessary erosion & sedimentation control practices as work takes place. Stabilize all open areas, including borrow & spoil areas. Remove & stabilize all LAND GRADING CONSTRUCTION SPECIFICATIONS 1. Construct & maintain all erosion & sedimentation control practices & measures in accordance with the approved sedimentation control plan and construction schedule. 2. Remove good topsoil from areas to be graded and filled, and preserve it for use in finishing the grading of all critical areas. 3. Scarify areas to be topso€led to a minimum depth of 2 inches before placing topsoil. 4. Clear & grub areas to be filled to remove trees, vegetation, roots, or other objectionable material that would affect the planned stability of fill. 5. Ensure that fill material is free of brush, rubbish, rocks, logs, stumps, building debris, and other materials inappropriate for constructing stable fills. 6. Place all fill in layers not to exceed 9 inches in thickness, and compact the layers as required to reduce erosion, slippage, settlement, or other related problems. 7. Do not incorporate frozen material or soft, mucky, or highly compressible materials into fill slopes. 8. Do not place fill on a frozen foundation, due to possible subsidence and slippage. 9. Keep diversions and other water conveyance measures free of sediment during all phases of development. 10. Handle seeps or springs encountered during construction in accordance with approved methods. 11. Following completion of any phase of grading, provide a groundcover (temporary or permanent) on all exposed slopes within 14 calender days, or 7 calendar days in critical areas identified on the plan; and, a permanent groundcover for all disturbed areas within 15 working days or 90 calender days (whichever is shorter) following completion of construction or development. 12, Provide adequate protection from erosion for all topsoil stockpiles, borrow areas, and spoil areas. MAINTENANCE Periodically check all grad d areas & the supporting erosion & sedimentation control practices, especially after 1•,eovy rainfalls. Promptly remove all sediment from diversions and other water -disposal practices. If washouts or breaks occur, repair them immediately. Prompt maintenance of !malt -eroded areas before they become significant gullies is an essential part of an effective erosion & sedimentation control plan. PERMANENT SEEDING The purpose of permanent seeding is to reduce erosion and decrease sediment yield from disturbed areas, and to permanently stabilize such areas in a manner that is economical, adapts to site conditions, and allows selection of the most approp: iate plant materials. These areas must be seeded or planted within 15 working days or 90 calendar days after final grade is reached, unless temporary stabilization is applied. PERMANENT SEEDING SPECIFICATIONS Seeding Recommendations for Summer SEEDING DATES- April to July SEEDING MIXTURE Species Rate Common bermudagross 10/1,000 sf (sprigs) 1-2 lb/1,000 sf (seed) SOD (See Sodding Notes) SEEDING NOTES- 1. Sprig or sod. Moisture is essential during initial establishment. Sod must be kept watered for 2-3weeks, but can be planted earlier or later than sprigs. Soil Amendments - Apply lime and fertilizer according to soil tests or apply 3,000 lb/acre ground agricultural limestone and 500 lb/acre 10-10-10 fertilizer, or 50 Ib/ocre nitrogen from turf -type slow -release fertilizer. Add 25 50 lb/acre nitrogen at 2-3 week intervals through midsummer. Sprigging- Plont sprigs in furrows with a tractor -drawn transplanter, or broadcast by hand. Furrows should be 4-6 inches deep and 2 feet apart. Place sprigs about 2 ft. apart in a row with one end at or above ground level. Broadcast at rates shown above, and press sprigs into the top 1/2-2 inches of soil with a disk set straight so that sprigs are not brought back toward the surface. Mulch - Do not mulch. Maintenance - Water as needed and mow to 3/4 to 1-inch height. Topdress with 40 lb/acre nitrogen in April, 50 lb in May, 50 lb in June, 50 lb in July, and 25 Ib in August. TREE CLUSTER ♦ i ► OVA - STEEL T POST HIGH VISIBILITY PLASTIC MESH FENCING (FACTORY PAINTED) ORANGE, UV RESISTANT, HIGH - TENSILE STRENGTH: POLY BARRICADE FABRIC (TYPICAL) PROTECTIVE FENCING: r-EXISTING PLANT ORANGE V!NYL CONSTRUCTION FENCING, CHAIN LINK FENCING, SNOW FENCING OR OTHER SIMILAR IHIT OF CANOPY, tRiPLINE FENCING AT LEAST FOUR FEET (4') HIGH AND SUPPORTED AT A MAXIMUM OF TEN -FOOT (10') INTERVALS BY APPROVED METHODS SUFFICIENT ENOUGH TO KEEP THE FENCE UPRIGHT AND IN PLACE. THE FENCING SHALL BE OF A HIGHLY VISIBLE MATERIAL, AND SHALL HAVE A TREE o• PROTECTION SIGN AFFIXED TO THE FENCE EVERY TWENTY (20) FEET IN SUCH A MANNER TO BE CLEARLY VISIBLE TO THE WORKERS ON -SITE. IE ff TOP VIEW PRIOR TO CONSTRUCTION: THE CONTRACTOR OR SUBCONTRACTOR SHALL CONSTRUCT AND MAINTAIN, FOR EACH PROTECTED TREE OR GROUP OF TREES ON A CONSTRUCTION SiTE, A PROTECTIVE FENCING WHICH ENCIRCLES THE OUTER LIMITS OF THE CRITICAL ROOT ZONE OF THE TREES TO PROTECT THEM FROM CONSTRUCTION ACTIVITY. ALL PROTECTIVE FENCING SHALL BE IN PLACE PRIOR TO PLAN VIEW OF PROTECTIVE FENCING COMMENCEMENT OF ANY SiTE WORK AND REMAIN IN PLACE UNTIL ALL EXTERIOR WORK HAS BEEN NGLE TREE- EXPAND AS NECESSARY COMPLETED. AROUNB METHOD OF TREE PROTECTION DURING CONSTRUCTION NOT TO SCALE LOCATION AS PER PLANS ROADWAY STANDARD VALVE BOX SHALL MEET TOWN OF NAGS HEAD WATERLNE STANDARDS. TAPPING SLEEVE SHALL BE SIZED AS REQUIRED TO MATCH EXISTING WATER MAIN BEING TAPPED. TAPPING SLEEVE SHALL BE A FORD -SS- (ALL STAINLESS STEEL) OR APPROVED EQUAL AND SHALL MEET THE SPECIFICATIONS ---P'NG VALVE SHALL BE PROVIDED IN THE TOWN OF NAGS fi;TEROUS` RESILIENT '4=ZGE HEAD WATERLINE STANDARDS OR APPROVED EOJAL, AND NWA C153 - : MEET THE SPECIFiCATIONS 01OFFiSE :IR,'.'DED IN THE TOWN CF NAGS CONNECTOR __ WATERLINE STANDARDS PIPE JOINT FIRE HYDRANT DETAIL W/OFFSET CONNECTOR SCALE NONE CONSTRUCTION ENTRANCE SPECIFICATIONS 1. Length - minimum of 50' (*30' for single residence lot). 2. Width - 12' minimum, should be flared at the existing read to provide a turning radius. 3. Geotextile fabric (filter cloth) shall be placed over the existing ground prior to placing stone. **The plan approval: authority may not require single family residences to use geotextile. 4. Stone - crushed aggregate (2" to 3") or reclaimed or recycled concrete equivalent shall be placed at least 6" deer over the length and width of the entrance. 5. Surface Water - all surface water Flowing to or diverted toward construction entrances shall bra piped through the entrance, maintaining positive drainage. Pipe installed' thro-ah the stabilized construction entrance shall be protected with a mountable berm with 5:1 slopes and a minimum of 6" of stone over the pipe. Pipe has to be sized according to tt-e drainage. When the SCE is located at a high spot and has no drainage to convey a pipe will not be necessary. Giz)e should be sized acci -ding to the amount of runoff to be conveyed. A 6" minimum will be regoired. 6. Location - A stabilized constructldn entrance shall be located at every point where construction traffic enters c- leaves a construction site. Vehicles leaving the site must trove! over the entire length of the stabilized construction ent"cnce. 3' MOUNTABLE BERM (6" MiN.) 50' VINIMUM EXISTING PAVEMENT 777/7,771W "~ EARTH FILL •• GEOTEX11LE CLASS 'C'C-? BETTER �` - PIPE AS NECESSARY MINIMUM 6" OF 2'-3" AGGREGATE OVER LENGTH AND WIDTH OF L EXISTING GROUND P:•'aFILEVIE:; STRUCTURE 50' MINIMUM -- LENGTH I 10' MIN. 12' MtNIMUM�� 1 J MIN. ' EXISTING Jw PAVEMENT WIDTH PLAN VIEW s' 10' MIN. CONSTRUCTION ENTRANCE ! €.0 SCALE LOCATION AS NOTED ON PLAN TEMPORARY SEEDING SODDING The purpose of temporary seeding is to temporarily stabilize denuded The purpose of permanent seeding is to prevent erosion areas that will not be brought to final grade or permanently seeded for and damage from sediment and runoff by stabilizing the a period of more than 14 calendar days, or 7 days in critical areas soil surface with permanent vegetationfor the purpose of: indentified on the plan. -the provision of immediate vegetative cover in critical areas -to stabiize disturbed areas with a suitable plant material TEMPORARY SEEDING SPECIFICATIONS that cannot be established by seed. Seeding Recommendations for Late Winter & Early Spring -to stabilze drainageways & channels and other areas of SEEDING DATES- December 1 to April 15 concentrated flow where flow velocities will not exceed that SEEDING MIXTURE specified gross lining. Species Rate (lb/acre) Winter Rye (grain) 120 (Annual Ryegrass sholl not be used) SODDING SPECIFICATIONS Annual Lespedeza 50 Sod Quality (Kobe) -Sod should be machine cut at a uniform depth of 1/2-2 inches *Omit Annual Lespedezo when duration of temporary cover is of to -Sod should not have been cut in excessively wet or dry weather. extend beyond June -Sections of sod should be standard size as determined by the supplier, uniform, and untorn. Soil Amendments- -Sections of sod should be strong enough to support their awn Follow recommendations of soil tests or apply 2,000 lb/acre ground weight and retain their size and shape when lifted by one end. agricultural limestone and 750 lb/acre 10-10--10 fertilizer. Harvest, delivery, and installation of sod should take place within a period of 36 hours. Mulch- Soil Amendments - Apply 4,OOG-lb/acre straw. Anchor straw by tacking with asphalt, Apply lime ona fertilizer according to soil tests or apply netting, or a mulch -anchoring tool. A disk with blades set nearly 2 tons/acre of pulverized agricultural limestone and 1,000 lb/acre straight can be used as a mulch -anchoring tool. 10-10-10 fertilizer in the fall, or '5-10-10 in spring. Maintenance- Prior to laying sod, clear the soil surface of trash, debris, Refertilize if growth is not fully adequate. Reseed, fertilize and mulch immediately following erosion or other damage. roots, branches, stones, and clods larger than 2 inches in diameter. Fill or level low spots in order to avoid standing Seeding Recommendations for Summer water. Rake or harrow the site to achieve a smooth and SEEDING DATES- April 15 to August 15 level final grade. Complete soil preparation by rolling or SEEDING MIXTURE cultipacking to firm soil. Species Rate (lb/ocre) Sod Installation - German Millet 40 1. Moistening the sod after it is unrciled helps maintain viability. Soil Amendments- Store in shade during installation. 2. Rake the soil surface to break the crust just before laying Follow recommendations of soil tests or apply 2,000 lb/acre ground sod. During the summer, lightly irrigate the soil, immediately agricultural limestone and 750 lb/acre 10-10-10 fertilizer. before laying sod to cool the soil and reduce root burning & dieback. Mulch- 3. Do not sod on grave, frozen soils, or soils that have been Apply 4,000-lb/acre straw. Anchor straw by tacking with asphalt, treated recently with sterilonts or herbicides. netting, or a mulch -anchoring tool. A disk with blades set nearly 4. Lay the first row of sod in a straight line with subsequent straight can be used as a mulch -anchoring tool. rows placed parallel to and butting tightly against each other. Stagger strips in a brick -like pattern. Be sure that the sod is Maintenance- not stretched or overlapped and that all joints Refertilize if growth is not fully adequate. Reseed, fertilize and are butted tightly to prevent voids. Use a knife mulch immediately following erosion or other damage. or sharp spade to trim and fit irregular shaped areas. 5. Install strips of sod with their longest dimension perpindicular Seeding Recommendations for Fall to the slope. On slopes of 3:1 or greater, or wherever erosion may SEEDING DATES-- August 15 to December 30 be a problem, secure sod with pegs or staples. SEEDING MIXTURE 6. As sodding of clearly defined areas is completed, roll Species Rate (lb/acre) sod to provide good contact between roots and soil. Winter Rye (grain) 120 7. After rolling, irrigate until the soil is wet 4 inches below the sod. Soil Amendments- 8, Keep sodded areas moist to a depth of 4 inches until Follow recommendations of soil tests or apply 2,000 lb/acre ground the grass takes root. This can be determined by tugging on the sod. agricultural limestone and 1,000 lb/acre 10-10-10 fertilizer. 9. Mowing should not be attempted until the sod is firmly rooted, usually 2--3 weeks. Mulch- Sodded Waterways Apply 4,000-lb/acre straw. Anchor straw by tacking with asprialt, 1. Prepare soil as described above. netting, or a mulch -anchoring tool. A disk with blades Set nearly 2. Lay sod strips perpindicular to the direction of flow, with straight can be used as a mulch -anchoring tool. the lateral joints staggered in a brick -like pattern. Maintenance- Butt edges tightly together. Repair and refertilize damaged areas immediately. Topdress with Maintenance- 50 lb/acre of nitrogen in March. If it is necessary to extend temporary After the first week, water as necessary to maintain adequate cover beyond June 15, overseed with 50 Id/acre Kobe Lespedezo in late moisture in the root zone & prevent dormancy of the sod. February or Early March. Do not remove more than one-third of the shoot in any one mowing. Grass height should be maintained between 2-3 inches unless otherwise specified. AREA STRIPPED AND THEN STABiLZm, After first growing season, established sad requires USING EITHER BONDED FIBER MATRICES fertilization, and may also require lime. Follow soil test 0R HYDRO SEEDING TECHNIQUES. recommendations. -fit :.:�;'. TRAIN MQl THING:_ 1. FOR AREAS OF SITE WITH LESS THAN 3D% SLOPE; 2-3 BALES OF STRAW EQUALS 2-INCHES OF STRAW MULCH OVER 1000 SQARE FEET. 2, MULCH SHALL BE WEED FREE STRAW. TO PROVIDE TEMPORARY SOIL STABILIZATION BY PLANTING GRASSES AND LEGUMES TO AREAS THAT WOULD REMAIN BARE FOR MORE THAN 14 CALENDAR DAYS, OR 7 DAYS IN iNDEN71FIED CRITICAL AREAS, WHERE PERMANENT COVER IS NOT NECESSARY OR APPROPRIATE. LAND DISTURBANCE & STABILIZATION DETAIL NOT TO SCALE POSTS MUST BE 1.33 LB/LINEAR FT. STEEL WITH A MIN. LENGTH OF 5'. POST SHALL HAVE PROJECTIONS TO FACILITATE FASTENING OF FILTER FABRIC. INSTALL POSTS 8' O.C. MAX WHEN STANDARD FABIRC & WIRE SUPPORT FENCE ARE UTILIZED. INSTALL POSTS 6' O.C. MAX WHEN EXTRA STRENGTH FABIRC WITHOUT WIRE FENCE IS UTILIZED, STEEL POSTS ONLY 36" , co c- 24" CONSTRUCT 4" W X 8"D TRENCH ALONG ENTIRE UPSTREAM SIDE OF FENCE STEP 1 N FASTEN THE FILTER FABRIC TO THE UPSTREAM SiDE OF POSTS OR WIRE FENCE IF UTILIZED. EXTEND FABRIC 8" DOWN & 4' FORWARD ALONG THE TRENCH. STEP 3 WHEN STANDARD STREN-TH FILTER FABRIC IS UTILIZED ViiiRE FENCING MUST ALSO BE INSTALLED CN UPSTREAM SIDE OF POSTS. EXTNED MAX. 24" ABOVE EXISTING GRADE TO BOTTOM OF TRENCH. MIN. 14 GA. WIRE FENCING AICrt BACKFILL THE TRENCH AND COMPACT THE SOIL FIRMLY TO ANCHOR THE BOTTOM OF THE SILT FENCE. BURIED FABRIC SHALL NOT BE VISIBLE. STEP 4 1. USE SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYOLEFINS OR POLYESTER, WHICH IS CERTIFIED BY THE MANUFACTURER AS CONFORMING TO THE REQUIREMENTS IN ASTM D 6461. FILTER FABRIC SHALL CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO PROVIDE A MINIMUM OF 5 MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF 0 TO 1207. 2. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD OR EXTRA STRENGTH SYNTHETIC FILTER FABRIC. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24 INCHES ABOVE THE GROUND SURFACE. 3. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID JOINTS, WHEN JOINTS ARE NECESSARY, SECURELY FASTEN THE FILTER CLOTH ONLY AT A SUPPORT POST WITH 4 FT MINIMUM OVERLAP TO THE NEXT POST. 4. SYNTHETIC FILTER FABRIC SHALL BE FASTENED SECURELY TO EACH FENCE POST WITH MIN. 50 LB. TENSILE STRENGTH WIRE OR ZIP TIES AT TOP, MID -SECTION AND BOTTOM. FABRIC HEIGHT SHALL BE BETWEEN 18" MIN. TO 24" MAX. ABOVE GROUND LEVEL ON THE UPSLOPE SIDE OF THE POSTS. EXTRA STRENGTH FILTER FABRIC W/6' POST SPACING SHALL BE SECURELY FASTENED DIRECTLY TO POSTS. 5. 12 INCHES OF FILTER FABRIC SHALL BE BURIED IN AN EXCAVATED TRENCH APPROXIMATELY 4 INCHES WIDE AND B INCHES DEEP ALONG THE PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER. BACKFILL TRENCH WITH MECHANICALLY COMPACTED SOiL PLACED OVER THE FILTER FABRIC. DO NOT ATTACH FILTER FABRIC TO TREES. 6. SILT FENCE SHALL BE INSPECTED AT LEAST ONCE A WEEK & AFTER EACH RAINFALL EVENT. MAKE ANY REPAIRS IMMEDIATELY. SHOUD THE FABRIC COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. 7. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. S. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. STEEL POSTS WIRE FENCE FILTER FABRIC N @o ¢ WIRE OR PLASTIC TIES Z BOTTOM OF WIRE FENCE AND FILTER FABRIC BURIED IN EXCAVATED TRENCH LU z FLOW TYYIUAL SAX Y&NUilVu IM-1-Atli NOT S --E 1-30ATICti AS N: -D ON PLAN STEEL POST DRIVEN 24" INTO GROUND SECTION A -A