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Home My WebLink AboutSW7040628_APPROVED PLANS_20090708STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW DOC TYPE ❑CURRENT PERMIT APPROVED PLANS ❑ HISTORICAL FILE DOC DATE �?YliO%(Jil YYYYMMDD ZONE VE(10" ZONE -�� (8') MENS & WOME:NS PUBLIC RESTROOMS C9 z us 0 ei a z F 0 Pamlico Sound (CLASS SA WATERS) R rrrT Unnr WATrP PROPOSED ASPHALT PARKING PROPOSED BUILDING EXISTING BUILDING EXISTING CONCRETE PROPOSED DECK 77771 EXISTING DECK ` MA COPC� EXISTING ASPHALT GP DUSTING CONCRETE CURB do GUTTER ZONE DUSTING 12' DIAMETER ADS N12 PIPE ONE AE(B) (UNLESS OTHERWISE LABELED) EXISTING CONC. DROP INLET W/ CAST IRON TOP GRATE (ALL S1RUCAM TD HAVE A 8OTMM 1Y LOWER THAN PPE INVERT) PROPOSED TRAFFIC FLOW ARROWS NOTES: 1. CURRENT OWNER: WAVES VILLAGE, LLC P.O. BOX 1839 PINS 0648(12) 95 7893 {LOT 1} NAGS HEAD, NC. 27959 0648(12) 95 7991 (LOT 2) 0648(12) 95 7988 (LOT 3) ASPHALT SECTION 1/4' RAD 18" NOTE: PARKWAY CURBING MAY BE REPLACED AT INSTALLATION PERIOD WITH CURB & GUTTER AT THE OWNER DESECRATION SEE SHEET C-02 FOR PAVEMENT SPECIFICATIONS OUTSIDE SHOWER and 0648{12} 96 7076 (LOT 4) .4 4_ O p p�� Q FOOT WASH 0648(12) 96 7173 (LOT 5) po ppgjpp �oao oo� OD 2. PROPOSED: 18,164 SQ. FT RETAIL FACILITIES, WITH A 34 SEAT RESTAURANT AND 18 MULTIFAMILY UNITS " _ .'• o o�ggpo poggp o��o N RETAIL USES SHALL INCLUDE WATERSPORT'S RENTAL INCLUDING, BUT NOT LIMITED TO KAYAKS, WIND SURFING EQUIPMENT, KITE SURFING EQUIPMENT, AND MOTORIZED PERSONAL WATERCRAFT. 3. ZONE: S-1 rsj 4. SITE AREA = 156,133 SF (3.67 AC) PARKWAY 5. COVERAGE C 0 NC RETE CURB PROPOSED COVERAGE: 93,109 SF - 59.63% COVERAGE W/IN AEC: NTS AREA W/IN AEC= 29,378 SF COVERAGE PERMITTED W/IN AEC: 30% (8,813.4 SF) COVERAGE PROPOSED W/IN AEC: 26.47% (7,776 SF) COVERAGE ASSUMES AND INCLUDES DECK BEHIND BUILDING B IS COVERED Z4 6. BUILDINGS AND COVERAGE DETAIL: 6'-4' 1- BUILDING "A' 36" " nRE INE 6" FIRE LIN FOOTPRINT = 7,077 sf g" PROPOSED ELEVATED 1st FLOOR = 7,077 sf RETAIL -WALK (1.5' CANTI- 2nd FLOOR - UNFINISHED AND MECHANICAL a LEVER SOUTH) RETAIL = 0 sf j �+ BUILDING " B' FOOTPRINT = 11,616 sf 864} o+ro- 1st FLOOR = 11,616 sf RETAIL 14" 14 2nd FLOOR - 34 SEAT RESTARAUNTDD RETAIL = 0 sf -t 00 m N OFFICE = 306 sf REMAINDER OF 2ND FLOOR WILL BE USED FOR STORAGE 4' F--cli " TAINI BUILDING A AND 8 DECKS (INCLUDING GAZEBO) = 7,203 sf (INCLUDES HOC ACCESS RAMPS) LJ 32' / s NO RETAIL DISPLAY OR SALES ON EITHER BUILDING A OR B DECKS} BUILDING " C" 12" 12" FOOTPRINT = 7,728 sf (INCLUDING DECKS) 9 - 3 BEDROOM RESIDENTIAL UNITS STRAIGHT ARROW RIGHT OR LEFT TURN ARROW BUILDING " D" FOOTPRINT = 7,680 sf INCLUDING DECKS ( ) -ALL PAVEMENT MARKING SYMBOLS SMALL BE WHITE IN COLOR. PAVEMENT MARKING SYMBOLS SHALL NOT BE LOCATED A,s TO 9 - 3 BEDROOM RESIDENTIAL UNITS ENCROACH INTO INTERSECTION AREAS. ELEVATED WALKWAY = 226 sf -ON PORTLAND CEMENT CONCRETE PAVEMENTS, PAVEMENT MARKING POOL = 960 sf SYMBOLS SHALL NOT BE PLACE) ACROSS TRANSVERSE EXPANSION POOL DECK = 3,540 sf JOINTS, UNLESS APPROVED BY THE ENGINEER. -151 J ASPHALT AND CONCRETE PAVING 46,526 sf -ALL SYMBOLS SHALL CONFORM TO THE FHWA "STANDARD ALPHABETS L4 MISCELLANEOUS = 551 (HVAC, TRANSFORMER, WASTEWATER) FOR HIGHWAY SIGNS AND PAVEMENT MARKINGS' REFER TO SHEET 4 cD THRU 7). SYMBOL DIMENSIONS MAY VARY ALONG MANUFACTURERS, THEREFORE SLIGHT VARIANCES ARE ACCEPTABLE, HOWEVER, ALL ALLOWABLE DENSITY 3.67 ACRES x 5 UNITS/ACRE = 18.35 UNITS 18 RESIDENTIAL UNITS PROPOSED SYMBOLS ARE REQUIRED TO BE APPROVED BY THE DEPARTMENT. 7. PARKING:PAVFJMW XARENG- ARROW SYMBOLS k REQUIRED: RETAIL• 18,615 SF O 1 SP / 200 SF = 93.1 SP. rr=� RESTAURANT: 34 SEATS 0 1 SP / 3 SEATS = 11.3 SP. 9EMP.01 SP/3EMP=3SP. OFFICE: 1 EMPLOYEE O 1 SP / EMPLOYEE = 1 SP. EXISTING RESIDENTIAL CONDOS: 18 UNITS 0 2.5 SP / UNIT = 45 SP 6' FIRE LINE TOTAL REQUIRED = 153.4 SP TOTAL PROPOSED = 160 SP EXISTING & STORMWATER MANAGEMENT. 6" FIRE LINE STORMWATER MANAGEMENT FOR THE ENTIRE SITE WILL BE PROVIDED THROUGH STORAGE AND INFILTRATION IN AN INFILTRATION BASIN UNDER THE BUILDING, AND ONSITE INFILTRATION SWALES. 9. SETBACKS: REQUIRED PROVIDED FRONT: 15' 15' SIDE(NORTH): 10' 10, SIDE(SOUTH): 10' 1V REAR: 30' 30' EXISTING - REDUCED PRESSURE 10. PROPERTY LOCATED IN FIRM ZONE AE(8') AND VE(10') (AS SHOWN) DETECTOR VALVE AND VAULT FIRM ZONE SUBJECT TO CHANGE BY FEMA 11. BOUNDARY AND TOPOGRAPHICAL INFORMATION SHOWN AS PER SURVEY BY BARNETTE INTEGRATED LAND DEVELOPMENT, DATED 4-31-04 AND 9-07. 12. ALL UTILITIES SERVING THIS SITE WILL BE PLACED UNDERGROUND. 13. ALL SELECT COMPACT FILL TO BE COMPACTED 95% (OPTIMUM) MODIFIED PROCTOR. - 14. DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 15. LIGHTING 1S NOT PROPOSED FOR PARKING LOT AREA AT THIS TIME. WALKWAYS WILL BE LIT WITH WALL PACKS ATTACHED TO THE BUILDING AND BOLLARD LIGHTING •. PROPER COVER FOR C.M. PIPE (OR ALUMINUM) ' "=EX/SiIA(5 F/REhlzw ' 16. A MAXIMUM OF EIGHT (8) PERSONAL WATERCRAFT SHALL BE AUTHORIZED FOR RENTAL WITH NO MORE THAN I ° ° SIX (6) WATERCRAFT IN OPERATION AT ONE TIME. SIX (6) KAYAKS AND SIX (6) KITEBOARDING UNITS t.. - -.. .. - WILL ALSO BE OFFERED FOR RENTALS. ANY INCREASE IN THE NUMBER OR TYPE OF MOTORIZED OR EX 12'i�! � w ° �t -_ � EJC. 12i�f� EX 12ryyy NON -MOTORIZED EQUIPMENT OFFERED FOR RENTAL SHALL REQUIRE AN AMENDMENT TO THE ORIGINAL CUP. _ _ PERSONAL WATERCRAFT SHALL BE OFFERED FOR RENT BETWEEN THE HOURS OF 9:00 AM TO 7:00 PM. _ E- - _ • _ _ �:�� --, _ _ _ T : _ N PRIVATELY OWNED PERSONAL WATERCRAFT SHALL BE LAUNCHED FROM THIS SITE. _ a aPpleoxlrv�rE cacanoN - . -. -. OIL EX75TIA1512 MA Mf41N _ _ - _ - --••-•FIRE•.- YD ANT. L �• - . -.,'. � WA ' � ER hk R - - -.-.-I. -�.. - : - - ':•`:�.'.-:_-•:•: `•.-'-•.-..� •� �_.•' .. TER S VICE -•7YP ." •-. _ 17. OUTDOOR EQUIPMENT SHALL BE STORED UNDER BUILDING B AND IN THE STORAGE RACK DEPICTED ON THE • /. : :.: • _: '. ' : :" -' - • : °. `•.'::." - = : . '-:: - = - SITE PLAN. NO WINDSURFING EQUIPMENT, KAYAKS OR OTHER WATI=RSPORTS EQUIPMENT SHALL BE .-� - DISPLAYED OR STORED IN THE FRONT YARD SETBACK AREA OF THE RIGHT-OF-WAY OF N.C. 12 18. NO WETLANDS CURRENTLY EXIST ON THE SUBJECT PROPERTY SURVEY LEGEND 20' TOTAL LENGTH 0 IRON ROD/PIPE [j CONC. MON. Q PK NAIL LIGHT POLE cl > UTIL. POLE UTILS. PED. ❑ WATER METER VARIES 2' CLEAR 18' PAVED SPACE _ _ A DRIVE AISLE VARIES 2' CLEAR_ INFILTRATION SWALE OVERHANG a HYDRANT O ASPHAL SURVEY DATA BY MARTIN BARNETTE. PLS L-3740 Bzee �/o O O BAR %= CRATED LAND DEVEWPI ENT POB 7159 KD1H, NC 27948 (252)441-5154 NOTE: THE DATA GNEN ON T1I ESE PLANS IS BELIEVED TO BE�0RCr CLUAR47ONTIIAC IS y FOR TIE10RF17NG ALL LEVELS. AND wars or niE PRIOR TO CONSTRUCTION. IF A DISCREPANCY IS FOUND, WOW S U CEASE AND THE ENGINEER NO77 m WORK MAY CONTINUE UPON ENGINEERS N07ICE TO PROCEED GRAPHIC SCALE xr o ao' eor ( IN FM 2 inch = 30' ft. INFILTRATION SWALE 1/2" RADIUS Rd ❑'Neal Dr Dean Ave N .`.- �,� ...... 1 ., �.` \ 'p1 ,(, �•'. O iuth Holiday Blvd Z ' Q °� JCID Q 'inN e in O w y ) `�'�,�ty��a...... ltlnntic Dr l U "J . U Seashore D L :O L Ca 1 4# a � z z SITE •� TradewindS D � C] w H ~' a � Q L• J '•%' South Shore Dr w c� j•� ✓ r 3ow-C _z Q Y z Resort ROdanthe 1 1 z v VV)) 0 0 a s �• O a_ Za. J V) U Q UJI O Q 0 w Q Q - t 4 w � 0 0 W- Q= U 1 F' LLI 0 O z I U 0 w Mae-Qcn Dr. z Q V z w fr Z Ma C E]c� Q'' 3¢ g in w Cr M O a ti $ z Q z U to F- Z J � 0 W a w zCL c� VICINITY MAP a V) Q m� 2< N.T.S. D ¢ a 5 CAP RESERVED PARKING cn w t3l 0 a. Z Q U U z ul J W Q 0_ d O W Y 2 J W W d Q (L 0 Q tl a_ a Q a o X 0 0 0 0 w In W w V) w V) w V) Q W VI w (n I,.I V) SIGN: R7-8 OR R7-8A In 5 In 5 UJ UJ GREEN - BORDER AND LEGEND W 0 a W W W WHITE - BACKGROUND 0 \ Co \ \ P, P \ W -BLUE - 1N ACCORDANCE W/ , � ao a7 cv oo co N o " ADA STANDARDS � CNI N - C) Cq � 0 0 0 O 0 0 N O in N to I` m o> Z SIGN: R7-8D GREEN - BORDER AND LEGEND WHITE -BACKGROUND o a "VAN ACCESSIBLE' SIGN 0 lL v FOR COLUMN OR WALL MOUNT 0 USE ELEVATIONS SHOWN AND O DELETE MOUNTING POLE 0 co HANDI-CAP SIGN DETAIL POLE MOUNT NTS Wd steel pipe bollard, f ed w/concrete, painted I traffic yellow Sl 18'd conc. ftg. crown top of ftg. I / RECEIVR Mt- DOW 'Q BOLLARD P$UJ # DETAIL 6' �1.5' - I N T•S• y I 3" RADIUS TOP OF PAVEMENT y" 1/8" RAD. SLOPE .; " : .02 SLOPE IF - a 4• _ '' d' :• S QQ Q 2 B CUR &GUTTER CROSS SE CTION ECTION 0 AIM �. N 20' TOTAL LENGTH61) 3/4" HOLE 18' PAVED SPACE A DRIVE AISLE 3/4" HOLE 1 2 %23" rob � Y D �O REINFORCE WITH 0in #3 REBAR PACE 8+ Concrete: 3500 P.S.I. at 28 days Weight:br L-CONCRETE YMEEL STOP �� '-CONCRETE CURB 5/8'x 12pinstlonfastenato pavement r% TYPICAL PARKING LAYOUT TYPICAL PARKING LAYOUT /NO CURB ( CURBING) WHEEL STOP BLOCK ` NTS NTS NTS C10 = W E-4 z rW V V z w a O W • W Z J a f U U� o E Z O a w x Cn ~ r:, Z F�1 3 U Ll CO 0 W W j A7 Z 0 Project f P07003 Designed By: VEW Drawn By: DSN, VEW Checked By: VEW Issued Date: 11/20/07 r SHEET N0. of 4 SHEETS -I T T Fri 7�1-lIT . .� , [ C F j � - r ti- � r. �r 5, f r ! ['S �: ilr j�.� i, r 1r'•f L! � `�. �� -I�ft � ll6lii;��yl yy •l ! 5 ;� a 1 �. ;� fi' , ri i [i � � 1 � r ! i Pamlico Sound (CLASS SA WATERS) ZONE VE(10'.. ZONE AE(8') �• »7' sf- ��s tly'9 «�� ildil0lii��7.r I y�7 3°C�Ewo0') ZONE AE SS ) Ex15TIA& 6' 1 1-- RETAINING HALL 5, 4' 3' 0. 2. w o, $ 4.5 •i ! 3.5 3.5 j w - OATCrfi B c.1 CATCH BASIN � _. _ - - - k GRATE = 4.3 • _ GRATE = 4.3 . •. kNV - 2 6 T$ CATV mm "� �X/5TIM6 Fl>�HYDR.4NT INV.� 2.55 > 3.r - -FX 12"INH EX. I2"!VM - -------- - - - -:-, z -1 - A►TC�F� � NG' E� •'lit �}ST� .GRA now - ! his ! hG47�i? MAIN 0� f . GRAPHIC SCALE JO' 0 IN FEET ) 1 inch = 30' ft SURVEY DATA BY: MARTIN BARNETTE, PLS L-3740 B41011110 \L O O BARNA7TE INTEGRATED LAND DEVELOPJ(ENT POB 7159 KDH, NC 27W (252)441-5154 BEFORE YOU DIG ! CALL TOLL FREE 1-800-632-4949 ►ORTH CAROLINA ONE CALL FLARED END SECTION INVERT a 0 ELEVATIONS VARY (SEE THIS SHEET ELEVATION INFORMATION) CULVERT (SIZE VARIES) FILTER CLOTH BACK OF CURB _ PLAN a SECTION Y-Y I�q FRAME, GRATE AND HOOD SEE DETAIL THIS SHEET M PLAN CROSS SECTION "A -A" Ej a O i I i I }I LU i i oil P OPOSD � oQ� GRADE ASi ' 1- HALT L_ ! TIES (SEE PLAN, THIS SHEET) CROSS SECTION "B-B" (SEE GRADING PLAN) lami9 SLR FINISH GRADE s 6 ABC.--STONE,FILTER FABRIC 57 STONE ADVANCED DRAINAGE SYSYEMS, INC (ADS) 12" AdvanEdge PIPE ADVANCED DRAINAGE SYSYEMS, INC 1-800-821-6710 4640 TRUEMAN BOULEVARD HILLARD, OHIO 43026 N.T.S. EXPANSION JOINT EXPAN O�JOI DEPRESSED GUTTER LINE 3' 3' CURB INLET DETAIL ELEVATION NORMAL CURB AND GUTTER ON LIGHT GRADES 6' 5' 4' 3' 2' 1' 0' STONE (2" TO 3- COARSE ASPHALT MINIMUM DIMENSIONS AND QUANTITIES FOR BRICK CATCH BASIN DIMENSIONS OF BOX AND PIPE PIPE I SPAN WIDTH WIDTHSPAN_HEIGHT D A B C G MIN H1 12" 3'-0' 2'-2" 2'-3' 15" 3'-0' 2'-2" 2'-6' 18" 3'-0' 2'-2' 2'-10" 24" 3'-O 2'-2' V-2' HEIGHT OF BOXES VARY SEE DRAWING SHEET C3 6' 5' 4' 3' 2' 1' 0' Beulah D'Nea! Dr Dean Ave - 12 Z A South Holiday Blvd �C I Stackto Rd Atlantic Dr t V O i Seashore D ; O PI � � L' A N 40 SITE Tradewlnds Dr U • 1,•� South Shore Dr [y 1 Resort Radanthe , Ci f Q h n. Mac-Qca Dr •� Mac-Oca, Ct VICINITY NEAP N.T.S. NOTES: 1. CURRENT OWNER: WAVES VILLAGE, LLC P.O. BOX 1839 NAGS HEAD, NC. 27959 PIN# 0648(12) 95 7893 (LOT 1) 0648(12) 95 7991 (LOT 2) 0648(12) 95 7988 (LOT 3) 0648(12) 96 7076 (LOT 4) 0648(12) 96 7173 (LOT 5) 2. PROPOSED: 11,616 RETAIL FACILITY, 34 SEAT RESTAURANT. RETAIL USES SHALL INCLUDE WATERSPORTS RENTAL INCLUDING, BUT NOT LIMITED TO KAYAKS, WIND SURFING EQUIPMENT, KITE SURFING EQUIPMENT, AND MOTORIZED PERSONAL WATERCRAFT. 3. ZONE: S-1 4. SITE AREA = 156,133 SF (3.67 AC) 5. STORMWATER MANAGEMENT: STORMWATER MANAGEMENT FOR THE ENTIRE SITE WILL BE PROVIDED THROUGH STORAGE IN AN INFILTRATION BASIN PARTIALLY UNDER THE BUILDING AND INFILTRATION SWALES ON THE PROPERTY. IMPERVIOUS COVERAGE = 90,339 SQ. FT. (INCLUDES WOODEN DECKING, POOL SURFACE AND PEA GAVEL) STORAGE REQUIRED = (1.5/12)40,339 SO. FT. = 11,292 CU. FT. STORAGE PROVIDED (DIRECT STORAGE ONLY IN BASIN AND SWALE) = 24,827 CU, FT, ADDITIONAL STORAGE PROVIDED IN SOIL VOIDS ABOVE S.H.W.T. = 8,317 CU.FT. LL.I 6. PROPERTY LOCATED IN FIRM ZONE AE(8') and VE(10') (AS SHOWN) Z FIRM ZONE SUBJECT TO CHANGE BY FEMA J 7. BOUNDARY AND TOPOGRAPHICAL INFORMATION SHOWN AS PER SURVEY BY H BARNETTE INTEGRATED LAND DEVELOPMENT, DATED 4-31-04 AND 9-07. ir 8. ALL UTILITIES SERVING THIS SITE WILL BE PLACED UNDERGROUND. OI 9. ALL SELECT COMPACT FILL TO BE COMPACTED 95X (OPTIMUM MOISTURE CONTENT) MODIFIED PROCTOR. 10, ALL STORMWATER RUNOFF FROM BUILDINGS AND POOL SHALL BE DIRECTED OR OTHERWISE CONVEYED TO THE STORMWATER INFILTRATION SYSTEM. LWEM '1••"" - " _.. ..-_- ._ PROPOSED ASPHALT PARKING I I I PROPOSED BUILDING Flyt PROF OSED :GRADS DJQSTTNG BUILDING F 1 EXISTING CONCRETE • ` f � S ! PROPOSED DECK 1 I EXISTING DECK , 11rl} EXrsTING ASPHALT CROSS SECTION EXISTING DRAINAGE FLOW ARROW ATE) HIGH SLUMP EXISTING CONTOUR ._ -4- 4 CONCRETE TO TOP OF PIPE FILTER FABRIC EXISTING 12" DIAMETER ADS N12 PIPE . ..• :.. 4. '- "• EXISTING CONC. DROP INLET W/ CAST IRON TOP GRATE -;f ,• ; -;• .' :.- (ALL STRUCTURES TO HAVE A BOTTOM 8' LOWER 'THAN PIPE INVERT) EXISTING FINISHED SPOT GRADE • `: r' ROUV SHAPED BED EXISTING INVERT OF SWALE SPOT GRADE C,S. • • . * 12" DIA. CONTECH SLOTTED DRAIN VNTH 2.5' SLOTTED DRAIN HIEGHT. PROPOSED FINISHED GRADE CONTOUR 5 BORING LOCATION X B- N.T.S. MANHOLE OVERFLOW OPENING ELEVATION 4.50' PROPOSED CURB INLET CATCH BASINS ! o 4- f �. ,� r• � /` % PROPOSED RIP RAP N'''` ENERGY DISSIPATER �. CATCH BASIN HLJf�' nn �/�'�� f •,.fry � ,, �`, �, is PIPE INVE T 2.65 OVERFLOW BASIN :✓ V 411, ,.'. OX , GROUT ALL PIPE OPENINGS WITH WATERTIGHT SEALANT OVERFLOW STRUCTURE and „VEGETATED FILTER DETAIL N.T.S. VEGETATED FILTER # 70 TO 21 PAMLoICO S0l1NDWATERS CONCRETE FLOW LEVELING SPREADER NOTE: SEE PLAN FOR VEGETATED FILTER WIDTH aa me 00 Q =w 6C,4 U y'�o No G� Lai ON 10-M 0 H z o 0 W J W z� z z Y W 0 CL In z U A U 0 a 3 tiLd w w o w U Ir W a_ I z 0_ U Z o k 71 W k z 9 3 O wFL U ixQ~ 01 0 ¢ Q 1, p 2 (n Z g Q U U h- Ix S J W Lu Z < z 0 a 0 U V) p Z -J ¢LLI V) Z O] w °w a !x Ow w ¢ ILa x 0 0 0 0 0 w W W d w N cn cn u) a In \ ap W N 00 N H OD r S -z' a 0 0 0 to o o C M 't L0 co n 00 0) Z r 1. V PIP V1 Z w J x U ro Z 0 a w } U) ~ wo iggifU Q W° in H Ld a A3r. Iz 0 Project # P07003 Designed By: By: VIEW Drawn DSN,VEW Checked By: VIEW Issued Date: 11/20/07 SHEET N0. of 4 SHEETS ,! r J j` S! - - - ;%Il rj .*ri;r • p n ..�.+. r �, Y .-- T i , ' i ! } , � � 1 ; r � - {'-1 1. 1 ', ! ! Y � � • ' 1 , ' I � 1 1 ' . •� 1, '1r ,, r l 4 kf - 11 �'.1 ,. ! � f1 ,F �. '' Ali, ♦ 9k'i.l_�j i4.4 fr .S-�a i-r1, !„�. A., . -. -, - .. ................ -. •F .serf-.-ry..t�., I-�. D^l,••.!.•� Pamlico Sound (CLASS SA WATERS) r--� �U --tom �U LINf XWE ��I� No- G� E VE0 6) ri - �ynl� i i w PROP ... ZONE AE(8') ® IRON ROD/PIPE L7 CONC. MON. QQ PK NAIL ]y LIGHT POLE COL), UTTL POLE UTILS. PE. ❑ WATER METER VARIES 2' CLEAR SEW. NrE INFILTRAi10N SWlitE OVERHANG HYDRANT • ASPHALT SURVEY DATA BY: MARTIN BARNETTE, PLS L-3740 ff O L/O \L A Do B lUiEM Il44EGBATED LAND DEVIMOPION'P POB 7159 KDH, NC 27948 (252)441-5154 THE DATA GIVEN ON THESE PLANS IS BELIEVED TO BE ACCURA BUT THE ACCURACY IS NOT GUARANTEED. MCTOR IS RESPONS9U AND DIIIEHSIOIYS OF THE FOW TO CpNSTRGCTION. tF A DISCREPANCY !S FVLM WOW SHALL CEASE AND THE EIIdINEER NOTIRM WOW MAY CONTINUE UPON ENr:OGM NOTICE TO PROCEED GRAPHIC SCALE 30' 0 aw eC ( IN FEET) 1 inch = 30' ft. PROPOSED ASPHALT PARKING PROPOSED BUILDING PROPOSED CONCRETEF 1- PROPOSED DEC!( 17-7-7-7771 EXISTING ASPHALT PROPOSED 12' DIAMETER ADS N12 PIPE (UNLESS OTHERWISE LABELED) PROPOSED CONC. DROP INLET W/ CAST IRON TOP GRATE (AIL STRiJC'NRES TO HAVE A BOTTOM 1 r LOWER THAN PIPE INVEIM PROPOSED TRAFFIC FLOW ARROWS 1. CURRENT OWNER: WAVES VILLAGE, LLC 1 06 12 P.O. BOX 1839 pIN 95 7893 (LOT 1) � } NAGS HEAD, NC. 27959 0648(12) 95 7991 (LOT 2) 0648(12) 95 7988 (LOT 3) 0648(12) 96 7076 (LOT 4) 0648(12) 96 7173 (LOT 5) 2. PROPOSED: 18,164 SQ. FT RETAIL FACILITIES, WITH A 34 SEAT RESTAURANT AND 18 MULTIFAMILY UNITS RETAIL USES SHALL INCLUDE WATERSPORTS RENTAL INCLUDING, BUT NOT LIMITED TO KAYAKS, WIND SURFING EQUIPMENT, KITE SURFING EQUIPMENT, AND MOTORIZED PERSONAL WATERCRAFT. 3. ZONE: S-1 4. SITE AREA = 156,133 SF (3.67 AC) 5. COVERAGE: PROPOSED COVERAGE: 90,339 SF - 57.8% COVERAGE W/IN AEC: AREA W/IN AEC= 29,378 SF COVERAGE PERMITTED W/IN AEC: 30% (8,813.4 SF) COVERAGE PROPOSED W/IN AEC: 27.15% (7,976 SF) COVERAGE ASSUMES AND INCLUDES DECK BEHIND BUILDING B IS COVERED 6. BUILDINGS AND COVERAGE DETAIL: BUILDING 'A' FOOTPRINT = 7,007.0 sf 1st FLOOR = 7,077 sf RETAIL 2nd FLOOR - UNFINISHED AND MECHANICAL RETAIL = 0 sf BUILDING " B' FOOTPRINT = 11,608 sf 1st FLOOR = 11,608 sf RETAIL 2nd FLOOR - 34 SEAT RESTARAANT RETAIL = 0 sf BUILDING A AND B DECKS (INCLUDING GAZEBO) = 7,162 sf (INCLUDES HDC ACCESS RAMPS) * NO RETAIL DISPLAY OR SALES ON EITHER BUILDING A OR B DECKS) BUILDING " C" FOOTPRINT = 7,560 sf (INCLUDING DECKS) ASPHALT SECTION N.T.S. 1 /4" RAID 1 6" ;a f NOTE: PARKWAY CURBING MAY BE REPLACED AT INSTALLATION PERIOD WITH CURB & GUTTER AT THE OWNER DESECRATION SEE SHEET C-02 FOR PAVEMENT SPECIFICATIONS PARKWAY CONCRETE CURB NTS ••'1 Beulah &Neal D. ` I Dean Ave 12 Z q South Holiday Blvd �z : Stock -to Rd ' Atlantic Dr C] O Seashore D [� L rn a : O v o SITE.y Tradewinds D d o C� L '•%' South Shore Dr : (z �� I Resart ROdanthe 64 .� Q, ; Mac`Qca Dr Mac-Dcl ,\ ct % T, F 1 VICINITY MAP N.T.S. ICAP SIGN: R7-8 OR R7-8A J GREEN - BORDER AND LEGEND RESERVIM WHITE - BACKGROUND PARKING 18' BLUE - IN ACCORDANCE W/ ADA STANDARDS I,IAXiA um f SIGN: R7-8D PEN�rr GREEN - BORDER AND LEGEND 1 WHITE - BACKGROUND o I "VAN ACCESSIBLE' SIGN FOR COLUMN OR WALL MOUNT z 0 USE ELEVATIONS SHOWN AND O DELETE MOUNTING POLE to f I 9 - 3 BEDROOM RESIDENTIAL UNITS STRAIGHT ARROW RIGHT OR LEFT TURN ARROW BUILDISYMBOLS SHALL BE WHITE IN COLOR FOOTPRINT = 7,560 sf (INCLUDING DECKS) PAVEMENT MARKING MARKIN SYMBOLS SHALL NOT BE LOCATED AS TO HANDI-CAP SIGN DETAIL 9 - 3 BEDROOM RESIDENTIAL UNITS ENCROACH INTO INTERSECTION AREAS. POLE MOUNT POOL = 800 sf -ON PORTLAND CEMENT CONCRETE PAVEMENTS, PAVEMENT MA�tlCING POOL DECK 1,56$ sf SYMBOLS SHAH NOT BE PLACED ACROSS TRANSVERSE EXPWJON JOINTS, UNLESS APPROVED BY THE ENGINEER. NTS ASPHALT AND CONCRETE PAVING 46,637 sf -ALL SYMBOLS SHALL CONFORM TO THE FHWA "STANDARD ALPHABETS ACRE = 18.35 UNITS FOR HIGHWAY SIGNS AND PAVEMENT MARKINGS" REFER M SHIET 4 ALLOWABLE DENSITY 3.67 ACRES x 5 UNITS / THRU 7). SYMBOL DIMENSIONS MAY VARY ALONG MANUFACTURIRS, 18 RESIDENTIAL UNITS PROPOSED THEREFORE SLIGHT VARIANCES ARE ACCEPTABLE, HOWEVER, AL: SYMBOLS ARE REQUIRED TO BE APPROVED BY THE DEPARTMENT. 7. PARKING: I REQUIRED: ANQIW3'-6" RETAIL: 18,615 SF O 1 SP / 200 SF = 93.1 SP. 18'd cone. ftg. RESTAURANT: 34 SEATS O 1 SP / 3 SEATS = 11.3 SP. t 1 .,.v crown top of ftg, 9 EMP. 0 1 SP / 3 EMP = 3 SP. f I RESIDENTIAL CONDOS: 18 UNITS O 2.5 SP / UNIT = 45 SP i M�� sTTOTAL REQUIRED = 152.4 SP"N TOTAL PROPOSE = 161 SP L! 8. STORMWATER MANAGEMENT: �?°�Ti ^f-IN N r =. STORMWATER MANAGEMENT FOR THE ENTIRE SITE WILL BE PROVIDED THROUGH STORAGE A4AIaIA�F�°"rT ll AND INFILTRATION IN AN INFILTRATION BASIN UNDER THE BUILDING, AND ONSITE INFILTRATION SWALES ! 3Vial�" 4 vA F 9. SETBACKS: r REQUIRED PROVIDED .,0. B OLL4RD 15' �0'0FRONT: ' JIip' SiDE(NORTH): 10' 16 DETAIL SIDE(SOUTH): 10' 10' REAR: 30' 30' 1. 6" 1.5' N.T.S. 10. PROPERTY LOCATED IN FIRM ZONE AE(8') AND VE(10') (AS SHOWN) FIRM ZONE SUBJECT TO CHANGE BY FEMA 1 11. BOUNDARY AND TOPOGRAPHICAL INFORMATION SHOWN AS PER SURVEY BY BARNETTE INTEGRATED LAND DEVELOPMENT, DATED 4-31-04 AND 9-07. 12, ALL UTILITIES SERVING THIS SITE WILL BE PLACED UNDERGROUND. 13. ALL SELECT COMPACT FILL TO BE COMPACTED 95% (OPTIMUM) MODIFIED PROCTOR. 14. DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 15. LIGHTING IS NOT PROPOSE FOR PARKING LOT AREA AT THIS TIME. WALKWAYS WILL BE LIT WITH WALL PACKS ATTACHED TO THE BUILDING AND BOLLARD LIGHTING 16. A MAXIMUM OF EIGHT (8) PERSONAL WATERCRAFT SHALL BE AUTHORIZED FOR RENTAL WITH NO MORE THAN SIX (6) WATERCRAFT IN OPERATION AT ONE TIME. SIX (6) KAYAKS AND SIX (6) KITEBOARDING UNITS WILL ALSO BE OFFERED FOR RENTALS. ANY INCREASE IN THE NUMBER OR TYPE OF MOTORIZED OR NON -MOTORIZED EQUIPMENT OFFERED FOR RENTAL SHALL REQUIRE AN AMENDMENT TO THE ORIGINAL CUP. PERSONAL WATERCRAFT SHALL BE OFFERED FOR RENT BETWEEN THE HOURS OF 9:00 AM TO 7:00 PM. NO PRIVATELY OWNED PERSONAL WATERCRAFT SHALL BE LAUNCHED FROM THIS SITE. 17. OUTDOOR EQUIPMENT SHALL BE STORED UNDER BUILDING B AND IN THE STORAGE RACK DEPICTED ON THE SITE PLAN. NO WINDSURFING EQUIPMENT, KAYAKS OR OTHER WATERSPORTS EQUIPMENT SHALL BE DISPLAYED OR STORED IN THE FRONT YARD SETBACK AREA OF THE RIGHT-OF-WAY OF N.C. 12 18. NO VOLAMM OMMILY EXIST ON THE SUMCT PROPERTY 20' TOTAL LENGTH 18' PAVED SPACE _ _ A DRIVE AISLE _ VARIES _ 2' CLEAR_ I _ '-CONCRETE WHEEL STOP TYPICAL PARKING LAYOUT (NO CURB) NTS 1 /2" RADIUS I 3" RADIUS d'• .02 SLOPE a - t! r r i r • r -0 + Aw�MI+ 6'd steel e bollard, fled w/concrete, painted traffic yetlow TOP OF PAVEMENT w H 2'-O" CURB & GUTTER CROSS SECTION NTS `CONCRETE CURB TYPICAL PARKING LAYOUT (WrrH CURBING) NTS REINFORCE WITH #3 REBAR Concrete: 3500 P.S.I. at 28 days Weight: 38lbs per linear foot 5/8 x 12" pins to fasten to pavement WHEEL STOP BLOCK�� NTS z z fz Ld Cr X d 5 Cr 3 � W I r, a z u o � a U o 0 a_ z z O 3 a o � � '- o (n "' W a a Uj Uj a ti o_ W Of Of a a (n(n 5 5 00 to z' a � � 0 0 cv O z W z W V Z a a �0y W 0) f� T �a V W Q Z w J �a U '"I H U� 0 Hz 0 v1 I W Z H 0 Lq 4x U) w 0- 0 0=4 W a z 0 Project III P07003 Designed By: vEw Drawn 8y: DSN,vEw Checked By: VIEW Issued Dafe: 11/20/07 � SHEET NO. of 4 SHEETS +S.u+.✓tf tr `` r�yS_j�r•, � { i .(� .Ir�i`I '.. :,.� ...�r. .� �s �. .. .- . ... � .. ,.; ......'.ti i.t.si�'�Sllf t.�Iff.�. 5 .i, .. .. .. .. .. I •=�,:T•; 4 --_r _-s �.,rr: i' '•1 '• ra._ ( T 1• �` r}z ?S' kir —'L�'��T.� -r +Te`;i�� '4j' ,{ . � 1 � � =r 4 r r r ; ] ' tl r t � h � <� St �1 rl ...) !r �+.1l� lj �E�� 'j ,'•:i,Yj ! r,- 4 r .0 �'_`' .. S > - i•: .i, r �...• :]ra r.l .. .r .. ... .r ... ..... ... ... .. .. .. -.. �. t. r-.! 3x �..1�.,+ f 1 ri �tii.ItiS :�L.Si S'+�. �.,Y>. .�.y�.,c�p f . r q IN CASE EXCAVATION HAS BEEN MADE DEEPER THAN NECESSARY, BEDDING SHALL CONSIST OF A LAYER OF CONCRETE, FINE GRAVEL, OR OTHER SUITABLE MATERIAL AND SHALL BE PROVIDED AND INSTALLED AT NO ADDITIONAL COST TO OWNER. DISTURBED AREAS AND RESTORE /—' TO PRECONSTRUCTION CONDITIONS ar %��ii\\ice\\ii\�ii III III III I I NATURAL SOIL III ill It COMPACTED BACKFILL� MATERI& & COMPACTION AS PER SPECIFICATIONS EXCAVATED FOR BELLS BEDDING IF NECESSARY DEPTH AS REQUIRED TRENCH SECTION N.T.S. FOR USE IN PAVED lff0lRFG:fmTK1RI FN/\�' 4N m wmj 18" x 18" x 6" THICK 1 /2" CONCRETE PAD CASs' IN PLACE — OR PRECAST SIZE 6 6 r CAST IRON VALVE BOX MECHANICAL JOINT GATE VALVE RN CONCRETE SUPPORT PAD 4. . 2 CUBIC FEET TWIN. UNDISTURBED EARTH GATE VALVE ASSEMBLY N.T.S. 11.67' "r, • f �. 6" REDUCED PRESSURE DETECTOR WATTS SERIES 909 RPDA APPROVED EQUAL. CHECK ASSEMBLY CHECK ASSEMBLY '� o TO BLDG. m m 6' C-li00 B" aP O p 8' DIP PYC - - ; BY-PASS ASSEMBLY HOT BOX MODEL # HBGN—DS ' PLAN VIEW N.T.S. UNDER BUILDING BASIN CROSS SECTION N.T.S. r44 IL 1' i 0 0 0 i' )' E SECTION DETECTOR NO SCALE EMBL TEN FT. SEPARATION REQUIRED BETWEEN PARALLEL WATER & SANITARY SEWER LINES. Corporation StopCurb Stop Threaded Cor P f (Tap at 45° Ang(e) N FLOW Water Service Tubing FROM SUPPLY Iron service saddle `'X\ w/stainless steel band ' PW and epoxy coated ductile iron body or Existing approved equal, Water lrlain TYP. SERVICE CONNECTION DETAIL N.T.S. PVC SCREW CAP 6" CONCRETE AND ADAPTER RIBBON 3/8" TO 1 " DMA i WASHED STONE PVC PIPE LENGTH AND SIZE TO SUIT 45° BEND LENGTH & SIZE TO SUIT NOTES* 1) INSTALL MARKER POST ON EDGE OF THE HIGHWAY RIGHT—OF—WAY 2) PROVIDE MARKER POSTS AT ALL VALVES, EXCEPT FIRE HYDRANT VALVES 3) ABBREVIATIONS STAMPED ON POST AS FOLLOWS: VALVES AND BLOW —OFF ASSEMBLIES MV — MAIN VALVE ' /"" 5 1 /2" 2" BRASS MARKER PLATE W/ANCHOR MARKER PLATE 3/4" CHAMFER AT EACH CORNER — NO. 3 ;EINFORCEMENT IARS 4' 2 CUBIC FEET CONCRETE MINIMUM PLATE WITH DIRECTIONAL ARROW POINTED TO GATE VALVE TO NEAREST FOOT. VALVE MARKER DETAIL N.T.S. 5 SEWER CLEAN —OUT WITHIN LANDSCAPE AREAS N.T.S. CAST IRON INSPECTION BOX RICHARD FOUNDARY NO. L-1020 OR EQUAL MATCH RIM ELEV. WITH PROPOSED FINAL PAVEMENT GRADE PROPOSED ASPHALT IRON SCREW CAP 7 4 AND ADAPTER 8" BLOCK OR 2500 P.S.1 CONCRETE a PIPE TO BE FREE OF BLOCK NOTE: 3/8" TO 1" DIA CLEANOUT MUST BE FREE OF ----WASHED STONE (6" LAYER) ANY WEIGHT TRANSMITTED BY THE INSPECTION BOX PVC PIPE LENGTH WYE BRANCH \ AND SIZE -TO SUIT SIZE TO SUIT ` 45' BEND PVC LENGTH & SIZE TO SUIT TO TANK w FROM USE.. z 6" SCH 40 PVC w L� PAVEMENT SEWER CLEAN -OUT N.T.S. Z STEAMER NOZZLE FACE TO STREET W O � HYDRANT ASSEMBLY 5" STORZ CONNECTION W (HYDRA —SHIED HYDRA—STORZ QUICK CONNECT HYDRANT SYSTEM PART HYST-5045—STCAP), AND CAP, HYDRANT SHALL BE SNAPTITE/SiORZ 5" BLIND CAP, M & H 129 TRAFFIC MODEL, 5-1/4" VALVE PART# BS50) FACE TO STREET OPENING OR AS REQUIRED BY TIME DARE PAINTING SCHEDULE COUNTY WATER DEPARTMENT AS SPECIFIED BY SPECIFICATIONS DARE CO. WATER DEPT. 3" THM PRECAST W py CONCRETE A !� 4" PVC PIPE SLEEVE COLLAR rf'�ll r TOP 6'—B" BELOW EXISTING GROUND \ BOTTOM OF CAP / T POLYETHYLENE SHEET ul DRAIN HOLE 1 KEEP CONCRETE •• CLEAR OF THE WEEP 6" THRU 12' z f" ELECTROPLATED � FESILIENT WEDGE GATE HOLE AND ALL BOLTS WATER MAIN HALVE & BOX CONCRETE 1/3 C.Y. NO. 67 THRUST BLOCK RINGS REACH WASHED STONE 1 FITTING / AROUND WEEP HOLE O • — e v - _- 4 6" D.I.P. 3 SQ. FT. MIN. AREA 10' fi x6'x6" MECHANICAL JOINT UNLESS OTHER — HYDRANT TEE W/ ROMAC WISE DIRECTED GRIP RING 3 0 U O Z 0 3 a U N W w � W d' d CJ 0 Cr a- 0 s w C La1 ko a N � 0 z 3,000 P.S.I. CONCRETE I n 4 SQ. FT. MIN. ° AREA AGAINST n UNDISTURBED SOIL 77 ° (2,000 PSF SOIL) FLAT CONCRETE BLOCK FIRE HYDRANT NO -ES 1) STREET FIRE FYDRANTS SHALL BE INSTALLED AT EDGE OF THE N.C.D.O.T. RIGHT—OF—WAY. THE DISTANCE FROM THE WATER MAIN TO THE FIRE HYDRANT MAY VARY. THE CONTRACTORS BID PRICE FOR THE FIRE HYDRANT ASSEMBLIES SHALL INCLUDE THE 'OST FOR THE VARYING FIRE HYDRANT LEG LENGTH. 2) COST TO INST►LL THE FIRE HYDRANT TO GRADE SHALL BE PAID BY THE CONTRACTOR. TYPICAL FIP.E HYDRANT ASSEMBLY FIRE HYDRANT SHALL COMPLY IN ALL RESPECTS WITH AWWA STANDARD C-02, LATEST REVISION AND WITH DARE COUNTY WATER DEPARTMENT SPECIFICATIONS. w U a® E--i z� '!;� z0 aCAb W 4 H ti zto UIto W� � O F2� W� W zz a -<11 z W Q� a4 U� o C�. Project # P07003 Designed By. VEW Drawn By: DSN,VEW Checked By: VIEW Issued Date: 11/20/07 SHEET NO. of 4 SHEETS ._ - 'l '-f' •{'T y 1 ''.l�: f� il—�.'-,` 5 / 7':r.T ri� , i :i'� �sll,! rI y'.� 1 .'sj f 1.4r rf •r ,• ! -5 Sy�s� 1s }�I.} yl�s,. �� ., . `. . � !.. .':' , .�`.•`,r''. �t 'i. y, `y! •?zli -, i . i I fi � � .:�i��.4. 3 .:� +.� f