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HomeMy WebLinkAboutSW8051026_APPROVED PLANS_20051214STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW DOC TYPE ❑CURRENT PERMIT Gp APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE ait�/al'f YYYYMMDD ROGUE PINES DR. (PRIVATE ROAD) DRAINAGE AREA 41 . 55.746 SF DRAINAGE AREA 02 - 37.024 SF ir L-11 r ------------------- N_C. HIGHWAY 24 --------------------•------- I. 1 W� t O J 26 :I erudl Na� a-FF CEIVED NOV 0 9 2005 BY:S B d - d WETLANDS ST ON SITE LKHEAO . 34.20 ...\142-2-1\PR1142-2-1regretle.cign 11/8/20052:32:33PM DRAINAGE AREA 01 - 35.746 SF DRAINAGE AREA W2 ■ 37.024 SF 1 1 ! r 1 ! 80GUE PINES DR. (PRIVATE ROAD) L0 00 10 METLANOS .XIST ON SITE BULKHEAD EL 34 20 N_C. HIGHWAY 24 -------------- ----------------- -- ----- —------- - ,00 a9.z. ' � 0 C 1i+1.tT; Ito IV CA j n I���? REV1310h 11 . j"e� irtj� DRAINAGE AREA MAP I NOV a � ZODS 1142-2-11pm142-2-1regrade dgn 11/8/2005 2 32 33 PM qr 04 a 0 2 VICINITY MAP NTS (R7-8a ) • HANDICAPPED SIGN DETAIL LEGEND CF CUBIC FEET CL CENTERLINE DR DRIVE EL ELEVATION EIR EX. IRON ROD EOP EDGE OF PAVEMENT EX. EXISTING FE FINISHED ELEVATION FF FUTURE FLOOR ELEVATION FT FEET HC HANDICAP INV INVERT LF LINEAR FEET MIN MINIMUM N/F NOW OR FORMERLY NTS NOT TO SCALE PVMT PAVEMENT R RADIUS RCP REINFORCED CONCRETE PIPE R/W RIGHT-OF-WAY SIR SET IRON ROD TYP TYPICAL t + 18.31' E.X. ELEVATION - -18f-- EX. CONTOUR X X SILT FENCE FUTURE CONTOUR - X - X- SECURITY FENCE �{ �o GRAVEL GRASS STORMWATER EASEMENT SHEET #1 OF 3 PROJECT #: PM142-2-1 DESIGN FILE *: PM142-2-1 I B©GUE SOUND f j f 1 BOGUE PINES DR. r (PRIVATE ROAD) EX EOP -7 (IIR EIR i f 1 f f � f . f i � ULKqEA� j I EL- �4.00 ' 1 � Ii x 1 1 f ! x BENARD F. McCLEOD ET-UX• VIRGINIA PIN. 112844000632603 DB 887 PG 681 f ! y f W! �Lu ate wl ,,y3 y ' Q 'tU o / f �, Q) ff i 0- La W f SECUR I 1 ' J A y --Cl R. 7 R `a 47.02 S88° 47 -- 3 0 -±6 � N89*27123"E CHAWERED EDGE E 5'-0' --- 1,4' / FT SLOPE y I _ 1 }fi i -2 ASPHALT :i -A- :A :i• o v nl e o THICKENED J s SIDEWALK �7 , 6- GABC STONE I SIDEWALK/PAVEMENT DETAIL SCALE: NTS BOGUS PINES MOBILE HOME PARK, DBA PIN. 632603121960000 OB 870 PG 200 f y V i L AUREN LOOP (PRIVATE: R©Ao ) EX EDP S86040`40"E 262.57 w PAVEMENT DETAIL SCALE: NTS '2 1-2 7 v D' v D v D ' (D p D _ ;� �:vim • :,:- v : v '4C v D p 48" 48" 48" HANDICAP RAMP DETAIL SCALE: NTS BULKHEAD EL. 34.00000. N� 120. � E�297. �s.Do P1V-4 t v "O�� U UO �0 �� x 32.83 76.00 . PVmT n '-• • in 58 31 `- . b , Pv�r 6*40_ cn 58.00 N&5.22`30"N P'VMT S84040''E'� x 4 ry / Io 3 � 2�1` �• � # ` x Q / P T 0 44• f / VJ41 ` Ki P MT i M P A4 LL i 1� I x z ` # P # f j � „y IQ U � t r � � ear ` Ld "' ' � # � r x O N=1893.65 f In I O E=5036.45 5.60 f , f O N=1889.52 r 585.15' 29'E ' f tf) N=1863.10 ' N=189.43 i 98 E=5 3.85 N=E87�.4 r f E j 7 OFF I CE I " SLIDE GATE ' . N=1 s58.97 ; 4 [ I N= 1875. 79 / .E , () EL _ 585�15�29l.., ' 42. , E=5247.7Q y � � .� � X . ,:.�.•: � r ' _ �.I,,€�E A�fC ' =: •. 48.71 � �fS1 ���� ~ �g?� O ' ' HANt31G SIGN LA �TSE£- 7C N x �- REPAIR FIELD w :'' L.---_-._-_J--�.-11 �+ D I STEM I BUT I ON,ANIC ' ' t EEDDE A Li + 3 �. BOX y 3 0.9, 02 y a y} y a S88' 47' 06"W SIR N=1821.38 E=5272.28 s_ E =5093. 40 30,89 S88*47106"W N.C._ HIGHWAY -24------------------------------------______------Y-- 0 15 1 30 01 Dm! I I IliiW&%/%%%/%%%///,1 1 1 1 1 SCALE: 1" i IR UNITED STATES OF AMERICA PIN. 630800456189000 NO DEED REFERENCE NO WETLANDS EXIST ON SITE BULKHEAD EL. 34.20 m CL OD N m L< w 6' lot -6" 6" 4' 36' to I I o (4)-6' DIA HOLES m e i 2' (IC T yEEE a_ ao I G 1 r•I 6 N 1 : Ccc co GO r- I 24' DIA. MIN. (TYP) u MANHOLE RING AND COVER ADJUST TO FINAL GRADE _ - AS REQUIRED ip M _� 1�(2)-8" DIA FROM a1 % ( KNOCKOUTS VV � c 1-1/2" DIA x BUTYL RUBBER SEALANT IN JOINT it ° Q a EFFLUENT FILTE c LIFTERS ZABEL A-300ra ° 1000 GALLON SEPTIC TANK ; SCALE: NTS NOTES I. PREPARE SITE IN ACCORDANCE WITH CARTERET COUNTY ENVIRONMENTAL HEALTH DEPARTMENT REGULATIONS. 2. SEPTIC SYSTEM COMPONENTS SHALL NOT BE LOCATED UNDER PAVED AREAS OR AREAS SUBJECT TO VEHICULAR TRAFFIC UNLESS SHOWN. 3. ALL TANKS AND FILTERS SHALL BE STATE APPROVED. SITE DATA TOTAL TRACT AREA --------------88.685.09 SO FT (2.04 AC) ZONING CLASSIFICATION ----------81 BUILDING SETBACKS: FRONT HWY 24- - - - - - - - - - - - - 40.01 REAR (NORTH)-------------20.0' SIDE (EAST)--------------15.0' SIDE (WEST)---------------10.0' ALL RADII SHALL BE 5.0' UNLESS OTHERWISE NOTED ON PLAN ; l REVISIONS: - _ ,I vL IVa BY DATE DESCRIPTION La o. f~ SITE PLAN ®G'Td.f A RECEIVED MINI"STORAGE NOV 2 9 ��_�� MOREHEAD TOWPvSH IP, CARTERET COUNTY, NORTH CAROL INA BY:51 © /� CLIENT: DAV I D G. BRADLEY DESIGNED: ADDRESS. 2896 .HWY. 24 BTM NEWPORT DRAWN - NORTH CAROLINA 28570 BTM PHONE: 252-726-3176 CHECKED: �► RDC STRGUD ENGINEERING, P.A. APPROVED: Ao 15IA HIGHWAY 24 RDC HEAD CITY, N.C- 28557 DATE, (2 2)47-7479 10/18/05 sir*� 1at A SCALE. R®N. CUHE LL PR .E. 1" AL 30' 25' 360E PERFORATED ALUMINUM CONSTRUCTION SEQUENCE t CMP CMP PIPE (Ab` DIA HOLES EVERY AROUNDALONG 0 0.50 3.00 2.50 L O n�4�C LENGTH WRAPPE WOVEN FABRIC o 0.50 0.50 1. INSTALL DRIVEWAY CULVERT AND TEMPORARY STONE CONSTRUCTION � ENTRANCE AND BEGIN CLEARING AND GRUBBING. 2. INSTALL SILT FENCING AT SPECIFIED LOCATIONS. t� �` EROSIONCONTROL FABRIC ,�2 AROUND GRAVEL BED - +.' . • " 24' MANHOLE RING 6 COVER 3. COMPLETE CLEARING & GRUBBING OPERATIONS. 1 ASPHALT 1 4. INSTALL DROP INLETS. STORM DRAINAGE PIPING AND INFILTRATION ` d �? _: nr�^m nTr .•, ___z;: �e a ___ SYSTEM WITH SEDIMENTATION CONTROL MEASURES AS SHOWN ON PLAN.�; cQt) 6' ABC STONE�� 'L;'4 4�4 F.`I ,�'j(Ci'U s`�~� - vARIEs 5. ROUGH GRADE PARKING AREAS AND BEGIN PREPARATION OF (� •� , f = ," ` 4 ` . • . `� �' �" ;WEIR EL 32.0( HEIGHT OF VOLUME BUILDING SITE. y �'1 ram' COMPUTATION) S. SEED AND MULCH ALL AREAS OF DISTURBANCE NOT TO BE PAVED -o Q`c # 57 STON `:- 1V1THiN 14 DAYS OF LAND DISTURBANCE.a �r, �� c.> �`T�/ DISCHARGE PIPE, SEE PLAN 7. FINE GRADE DRIVE AND PARKING AREA AND PLACE STONE SASE COURSE. a O _r r^_� is `: �/�1� �/ ` -_ u:: 30 0 y �. - ` r 24 PERFORATED CORRUGATED—/{ i i FOR SIZE. LENGTH AND ANGLE 8. CONSTRUCT BUILDINGS. '3.6�i \ \/ ys 'O.C.',l,/ .. i` / � •` �i \/ \/ �J ' �/ � f �� ALUMINUM PIPE SEE PLAN FOR { { 9. PAVE DRIVE: AND PARKING AREA. 10. PERFORM FINAL GRADING. SEED AND MULCH ALL REMAINING DISTURBED TEMPORARY CONSTRUCTION ENTRANCE \; v \ \�' \�\� /\�i\�/\�%\\/` ��� ��J\;��%\;/\�J \� \\�\ \ �\-240X24mDROP LOCATION. LENGTH AND BEARING AREAS. d� �p \ /`.;E�X � \ i 8' RCP INLET GRATE SCALE: NOT TO SCALE \�,`� R��MI' i \ - \ \ SHWT EL 28.0 WEIR QQh1IRQL BOX SCALE: NTS PLAN VIEW INFILTRATION TRENCH PIPE SECTION SCALE: NTS 10 ' - 12' 10' - 12' SLOPE VARIES SLOPE VARIES Gm CABC TYPICAL STREET SECTION SCALE: NOT TO SCALE 4.00 0 00 1-112" BCSC TYPE I-2 \--•NEENAH MODEL R-6672-F FRAME AND GRATE. OR APPROVED EQUAL DROP INLET PROTECTION WITH SEDIMENT STORAGE SCALE: NTS PLAN VIEW INSTALL SILT FENCING AROUND ALL DROP INLETS SPACE 6' O.C. 3.00 aim 2.00 j11I i 1 1�--- -----i ! j - _, I I` i w { DIU INV 30.85 2 30.33 3 30.77 SEDIMENT STORAGE DROP INLET PROTECTION LEGENDWITH SEDIMENT STORAGE CF W L VEST ELEVATION VIEW CL CENTERLINE DR DRIVE EL ELEVATION EIR EX. IRON ROD 1 J/ 1 BOGUE PINES DR (PRIVATE ROAD)- 11 if ' f r f � + INFILTRATION SYSTEM #1 / ! A _-_, ` 0.! DRAINAGE AREA- 35014.54 SF 1 IMPERVIOUS AREA ULKk�EA / IEL. EA I f` BUILDINGS 14000 SF / } PARKING/DRIVES 19421.08 SF j SIDEWALK 244.11 SF TOTAL IMPERVIOUS 33665.19 SF l RUNOFF COEFFICIENT 0.97 f RUNOFF VOLUME 1.5" X 0.92 X 35014.54 SF = 4026-67 CF/ ! 24" DIAMETER INFILTRATION TRENCH= 5.67 CF/FT / :! LENGTH OF 24" PIPE REQUIRED= 711 LF 3 LENGTH OF 24" PIPE PROVIDED= 715 LF l 1 r r r jl (3)-205.00 LF & (1)-1 00.00 LF OF 24"' PERFORATED ALUMINUM CMP INFILTRATION TRENCH SYSTEM ( TRENCH BOTTOM @ 30.0') L AUREN LOOP (PRIVATE ROAD) fA�op I T #1 GRATE EL 3 5 . PROP INLET *3 `fit INV 30.85 0. GRATE a` EL 33.27 3\ - - - - - - 0.737,, INV 30sZ7 .SQL t 33.54�-4-- r ter.; s a L I 1 °,co - //// ' r I� If V) t r ti50X - - `-�- FE . TO '4 r ' ��F I y / 1 I FE + L r BULKHEAD EL. 34.00 l•Q - / Li� if -� O.68 / LL. ': Li 1 N I .. LL NEENAH MODEL R-6672-F FRAME AND GRATE. OR o APPROVED EQUAL WEIR WALL '^ 24" X 240 o NEENAH MODEL R-6060 FRAME AND LID. OR APPROVED EQUAL 24r DIA. OPENING WEIR ------ --- .----_ EL 32.00 '^ INV 30.0 DISCHARGE PIPE. SEE PLAN Z,�O t3�.Qt FOR SIZE. LENGTH AND ANGLE if c 24PERFORATED CORRUGATED SEDIMENT STORAGE ALUMINUM PIPE SEE PLAN FOR LOCATION AND NUMBER WEIR CONTROL BOX WITH SEDIMENT STORAGE SCALE: NTS SECTION VIEW r � � w j , �� NO WETLANDS V' o t Q,' ♦ r j' i� Q �1 EXIST ON SITE l Ctz', vi, off,• r f J � 45, 4 L 18 - --�_72 'F _i8 1 ALUM] UM~ i _"_RFC u) �� 1 ! CMP a .5x 58 •' NVT fl 2232.24 ( r R E L 33.22 r , / O 1 S1`12 E EIR BOX *1 -2 3p RATE EL 33.00Q 3 OFF CE I 44 ELF 3.5_32.00 rr rr j SPREADER o //�� l , �_ i8 R P i � ! 3 � � •$I�� i 585.1b�_`_�� ' 5 VEGETATED K IL T ` .. WALK:�.r�..� �� o ' 0.50 t`'�'X o '� FE rr rr F LTER L} CD F 33.5T g; T #2 ' ALUMINUM CMP 3-- r r r r J a 33 FE 3 -IT- GRATE EL r r Ms 41 irl •p `N 33•� INV 30.00- r ' L ' 25 LF 18" ALUMINU CIS a 1 0% Z.5 N8025'040. r r ROP LET n b INV 25.7 r r RATE E 2r.340 INV 30.33 a EL75 '4 TSW �o FLOW SPREADERwu 3.39 �2.Q �t.fl s EOP EDGE OF PAVEMENT 4. OD - , EX. EXISTING -��-� _ -_ _ ____ _ --- -- T 29 0 2$3 FE FINISHED ELEVATION FF FUTURE FLOOR ELEVATION j FT FEET i HC HANDICAP s INV INVERT I LF LINEAR FEET ==° MIN MINIMUM F ' N/F NOW OR FORMERLY 0 0 0 NTS NOT TO SCALE 0 0 PVMT PAVEMENT R RADIUS RCP REINFORCED CONCRETE PIPE Lr R/W RIGHT-OF-WAY SIR SET IRON ROD 240 MANHOLE RING a COVER TYP TYPICAL + 18.31' EX. ELEVATION JUNCTION BOX EX. CONTOUR X SILT FENCE ~ 18' - FUTURE CONTOUR -X-X- SECURITY FENCE [ � � GRAVEL SCALE: NTS PLAN VIEW 110 INV 3.00 1 30.24 2.00 � 2 30.13 GRASS I STORMWATER EASEMENT LAND DISTURBANCE LIMITS j SHEET 02 OF 3 ; JUNCTION BOX PROJECT *: PM142-2-1 SCALE: NTS ELEVATION VIEW DESIGN FILE :: PM142-2-1 -29.0 30 b31- *�=3�� .3_=`---rv-------------------=-------- ----------___--_----- r - 31.41 60 LF 18` RCP N- C- H I G H WAY _2 4------------------------------------------------------ 00 15 i 30 .1 X12 TRT'D CAP WOOD BULKHEAD SCALE: NTS m la � G €� t WEEP HALES. O.C. b Q Lr) • • • N •� 5-.OD , FLOW DISTRIBUTION DEVICE z O Lo CD a_ co CV CO m L� W SCALE: NTS PLAN VIEW 18" ALUMINUM CMP 1.SD' 6` 4.00, INV (SEE PLAN) RIP RAP VEGETATIVE FILTER BULKHEAD ---------- (LENGTH OF DEVICE) EL. 34.20 6 1` DIAMETER WEEP HOLES INFILTRATION SYSTEM #2 DRAINAGE AREA- 35751.70 SF FLOW DISTRIBUTION DEVICE IUPERVIDUS AREA SCALE: NTS (SECTION VIEW) BUILDINGS 12400 SF PARKING/DRIVES 22290.80 SF SIDEWALK 125 SF TOTAL IMPERVIOUS 34815.80 SF RUNOFF COEFFICIENT 0.98 RUNOFF VOLUME 1.5" X 0.93 X 35751.70 SF = 4156.14 CF 24" DIAMETER INFILTRATION TRENCH= 5.67 CF/FT LENGTH OF 241 PIPE REQUIRED= 733 LF LENGTH OF 24" PIPE PROVIDED= 737 LF (3)-235.00 LF 8r(1)-32.00 LF OF 24" PERFORATED ALUMINUM CMP INFILTRATION TRENCH (TRENCH BOTTOM @ 30.01) NOTE: 1. ALL ROOF DRAINAGE FROM STORAGE BUILDING #3 AND #4 WILL BE DIRECTED TO INFILTRATION SYSTEM #1 AND ALL ROOF DRAINAGE FROM STORAGE BUILDING #1 AND #2 WILL BE DIRECTED TO INFILTRATION SYSTEM #2. �•��•. dp INE�;0'Q+- A (•pHs• � �~ e�d�f�D IDt C� �%1 RrEVISIONS: iv ` - 1 •1 I ! },'yr :' , .3� �� + r r.�.��:+1 �` -�`'��' i �,;: ..� t-'•r.; r�1r . - - - = - - -� - _ .- � - '•' ■ . ! . s _ _� -r r 4.i�� �..1_i �:_�: ri i .� i L �: l�il _4+: ;a i J -1 _ __ L f '. CONSTRUCTION SEQUENCE 1. INSTALL DRIVEWAY CULVERT AND TEMPORARY STONE CONSTRUCTION ENTRANCE AND BEGIN CLEARING AND GRUBBING. 2. INSTALL SILT FENCING AT SPECIFIED LOCATIONS. 3. COMPLETE CLEARING & GRUBBING OPERATIONS. 4- INSTALL BULKHEAD AS SHOWN ON PLANS- 5. INSTALL DROP INLETS. STORM DRAINAGE PIPING AND INFILTRATION SYSTEM WITH SEDIMENTATION CONTROL MEASURES AS SHOWN ON PLAN. 6. ROUGH GRADE PARKING AREAS AND BEGIN PREPARATION OF BUILDING SITE. 7. SEED AND MULCH ALL AREAS OF DISTURBANCE NOT TO BE PAVED WITHIN 14 DAYS OF LAND DISTURBANCE. 8. FINE GRADE DRIVE AND PARKING AREA AND PLACE STONE BASE COURSE- 9. CONSTRUCT BUILDINGS 10. PAVE DRIVE AND PARKING AREA. 11. PERFORM FINAL GRADING. SEED AND MULCH ALL REMAINING DISTURBED AREAS. SEEDING SCHEDULE SEED BED PREPARATION L I ME--- --------------------- 2 TONS/AC. 10-10-20--------_---- -- 1.000 LBS./AC 0-20-0------------------- 500 LBS./AC (AFTER SEEDING) ASPHALT TACK - -------200 GAL -/TON OF MULCH SEEDING MIXTURE (FEBRUARY 1 -APRIL 30) TALL FESCUE ---- 50 LBS./AC PENSACOLA BAHIAGRASS 10 LBS./AC KOREAN OR KOBE LESPEDEZA (SCARIFIED)-----50 LBS./AC (MAY 1 -AUGUST 31) TALL FESCUE---- -------- 50 LBS. /AC KOREAN OR KOBE LESPEDEZA(SCARIFIED)---50 LBS-/AC BROWNTOP MILLET---- 25 LBS./AC (SEPTEMBER 1 - JANUARY 31) TALL FESCUE---------- - -------- 60 LBS./AC KOREAN OR KOBE LESPEDEZA (UNSCARIFIED)--- 60 LBS./AC RYE (GRAIN) --- --- 25 LBS./AC FOR SLOPES 2:1 OR STEEPER ADD 30 LBS./AC SERICEA LESPEDEZA LANDSCAPING MIXTURE (JANUARY 1 - MARCH 31) COMMON BERMUDAGRASS (UNHULLED)-----20 LBS./AC (APRIL 1 - JULY 31) -COMMON BERMUDAGRASS (HULLED)-------12 LBS./AC HYBRID BERMUDAGRASS SPRIGS MAY BE USED. FLOW LINE GRAVEL - FACE TOP OF SCALE TOP ELEVATION OF STORMWATER \ � FLOOD STORAGE 1' r\_ SiDIMENT STORAGE 4, �•� N EROSION & SEDIMENTATION CONTROL MAINTENANCE PLAN 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED FOR STABILITY AND EFFECTIVE OPERATION FOLLOWING EVERY RUNOFF PRODUCING RAINFALL EVENT OR AT LEAST ONCE PER WEEK. REPAIRS REQUIRED SHALL BE COMPLETED IMMEDIATELY TO THE DIMENSION AND FUNCTIONS INDICATED ON THE PLAN. 2. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SEDIMENT FENCING WHEN IT BECOMES 0.5 FEET DEEP AT THE FENCE. THE FENCE SHALL BE REPLACED OR REPAIRED AS NECESSARY TO MAINTAIN BARRIER. 3. ALL SEEDED AREAS SHALL BE FERTILIZED. SEEDED AND MULCHED WITHIN 15 DAYS OF DISTURBANCE. DISTURBED AREAS SHALL BE FERTILIZED. RESEEDED AND MULCHED AS NECESSARY ACCORDING TO THE CONTRACT DOCUMENTS TO ESTABLISH AND MAINTAIN A DENSE VEGETATIVE COVER. 4. SEDIMENT SHALL BE REMOVED FROM THE SEDIMENT TRAPS WHEN THE CAPACITY HAS BEEN REDUCED BY FIFTY (50) PERCENT. CONTINUE RIP RAP UP SIDES OF SPILLWAY CLASS B RIP RAP Is --- -------- TRAP LENGTH -4 (LENGTH AND WIDTH DIMENSIONS GIVEN ON PLAN VIEW) TEMPORARY SEDIMENT TRAP DETAIL SCALE: NOT TO SCALE NOTES: 1. CONSTRUCT TRAPS WITH 2:1 SIDE SLOPES MINIMUM. 2- TRAPS ARE TO BE CLEANED WHEN )z2 SEDIMENT STORAGE ZONE IS FILLED, APPROXIMATELY EVERY MONTH. 3. LENGTH AND WIDTH DIMENSIONS SHOWN ON PLANS ARE AT ELEVATION OF 1/2 HEIGHT OF SEDIMENT STORAGE ZONE. 4. ONCE ALL SEDIMENT -PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED. REMOVE THE STRUCTURE AND ALL UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS AND STABILIZE PROPERLY. LEGEND CF CUBIC FEET CL CENTERLINE DR DRIVE EL ELEVATION EIR EX. IRON ROD EOP EDGE OF PAVEMENT EX. EXISTING FE FINISHED ELEVATION FF FUTURE FLOOR ELEVATION FT FEET HC HANDICAP INV INVERT LF LINEAR FEET MIN MINIMUM N/F NOW OR FORMERLY NTS NOT TO SCALE PVMT PAVEMENT R RADIUS RCP REINFORCED CONCRETE PIPE R/W RIGHT-OF-WAY SIR SET IRON ROD TYP TYPICAL + 18.31' EX. ELEVATION --1g'-- EX. CONTOUR X SILT FENCE 'moIS' a FUTURE CONTOUR - X - X- SECURITY FENCE '� GRAVEL ' GRASS STORMWATER EASEMENT ---------�- LAND DISTURBANCE LIMITS SHEET *3 OF 3 PROJECT •: PM142-2-1 DESIGN FILE #: PM142-2-1 I� - !1 ____j ROGUE PINES DR. (PRIVATE ROAD) i � t l �f ! F /BULKYEA IJl EL.4.00! 1. 1 It i f f; �► 1 , f ' r 1 1' f. o ! I j }i fir``'Z J E , 1f' r I QiQ I /I r f ( 1} 1 LLJ; f� CL �j I �; 1 50' VEGETATE FILTER f i SEDIMENT TRAP i+`t I ; . LENGTH 25' ' WIDTH 25, DEPTH 3` --�.� �. ■ T LAUREN LOOP 1 PR I VATE ROAD) 0 _-- -_- -_-_ --------------------- t; SILT FENCE. }c TYP f CD z ©a __j,; 7-)LL m LEI a 0 F- 0? OFFICE �PWA1.tC .• . CD H cn Lu 0 ' d ' cr 1 0 V f 50' VEGET FILTER 0 SILT FENCE. --' TYP TEMPORARY STONE CONSTRUCTION ENTRANCE N.C. HIGHWAY-24 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 100' R/W 1Wa/mm/m 1 1 •! F11111110110z%/1%/l1a�I•� 0 a t c 1 � Cm WEEP HOLES. 1' O.C. IL �0 FLOW DISTRIBUTION DEVICE SCALE: NTS PLAN VIEW r ' 18'� ALUMINUM CMP 1.50 5 4.00 INV (SEE PLAN) RIP RAP VEGETATIVE FILTER 0. __-_------ (LENGTH OF DEVICE) N�- 'tiCu 1" DIAMETER WEEP HOLES FLOW DISTRIBUTION DEVICE SCALE: NTS (SECTION VIEW) BULKHEAD EL. 34.00 SILT FENCE LAND DISTURBANCE LIMITS (2.3 AG) NO WETLANDS EXIST ON SITE BULKHEAD EL. 34.20 SEDIMENT TRAP #2 LENGTH 35' WIDTH 15' r.rnru �+ VEGETATED FILTER N.T.S. STORMWATER DATA TRACT AREA = 2.04 ACRES (88.685.09 SF) DRAINS TO BOGUE SOUND SA (1.5" RUNOFF) % BUILT UPON = 78.85% DRAINAGE AREA = 70.766.24 SF DESIGN % IMPERVIOUS = 96.77% IMPERVIOUS AREA BUILDINGS = 26,400.00 SF DRIVES/PARKING = 41.711.88 SF SIDEWALK = 369.11 SF TOTAL AREA = 689480.99 SF NOTES I. PERSON RESPONSIBLE FOR LAND DISTURBING ACTIVITY: ROGUE PINES MOBILE HOME PARK. LLC 2896 HWY 24 SUITE D NEWPORT. NC 28570 2. FILL MATERIAL TO BE OBTAINED FROM A LICENSED & PERMITTED BORROW SITE. 3. THE LAND DISTURBANCE LIMITS IS THE ENTIRE TRACT (3.00 AC). 4. WHEN THE DEPTH AT THE BENCHMARK. WHICH IS THE TOP OF THE WEIR BOX, READS 2.50', THE ACCUMULATED SEDIMENT SHALL BE REMOVED FROM THE SYSTEM. c� CL Ld REVISIONS: No. BY DATE DsESCRIPT!(1N 1I BTM 111/14/0,51 NCDENR COMMENTS EROSION & SEDIMENTATION CONTROL PLAN ]BOGUS PINES, LLC MINI-ST®RAGE MOREHEAD TOWNSHIP, CARTERET COUNTY, NORTH CAROLINA CLIENT: DAV I D G. BRADLEY ESIGNED: ADDRESS: NEWPBTM ORTY. 24 DRAWN: NORTH CAROL I 28570 BTM +,4`,pA'� Q�� PHONE: 252-725-3176 CHECKED: @�'prE ;'Io RD C s # STROUO ENGINEERING, P.A. APPROVED: 7Q �� 151A HIGHWAY 24 RDC *�; MOREHEAD CITY, N.C. 28557 DATE: •+ q� 4iQ►�a` 47-7479 S ) f 10/18/05 C�,.+�� - } (t �Ly SCALE: ONALD D. CU LIPHER P.E. 1" = 30' 0 0 . 4 1 .. .... f.