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Home My WebLink AboutSW8070103_Approved Plans_20190730NOTES: 1) ALL DISTANCES SHOWN ARE GROUND HORIZONTAL UNLESS OTHERWISE NOTED. 2) ALL DISTANCES ARE IN FEET UNLESS OTHERWISE NOTED. 3) THE MAJORITY OF THIS PROPERTY IS NOT LOCATED IN A FEMA FLOOD HAZARDOUS ZONE. 22,944SF (0.047) ALONG THE NORTHERN BORDER FALLS INTO ZONES SHADED X AND AE AS SHOWN. NO CONSTRUCTION WILL BE DONE INSIDE THE FLOOD ZONES. FIRM PANEL: 3720219800K, FIRM DATE: 8/28/18. 4) EACH UNIT SHALL HAVE SEPARATE WATER METER PER NBSD REQUIREMENTS. TWO METERS SHALL BE PLACED IN ONE FORD GULF BOX WITH LOCKABLE LID ON CONCRETE BLOCK. TO BE SERVED WITH 1" SERVICE LINE. 5) DESIGN BASED ON SURVEY BY McKIM & CREED. 6) SCREENING AND BUFFER COMPLY WITH TOWN OF LELAND ORDINANCES. SCREENING SHALL BE PLANTED WITH 4 CANOPY TREES AND 12 SCREENING SHRUBS PER 10OLF. 7) ALL PARKING SPACES WILL BE 9' X 18'. 8) SEWER PROFILES WILL BE PROVIDED TO NBSD AFTER DESIGNS ARE COMPLETED. 9) SPECIFICATIONS FOR SEWER COLLECTION SYSTEM AND SERVICES, AS WELL AS WATER SERVICE AND METERS, REQUIREMENTS. NBSD RE WILL MEET Q 10) LIFT STATIONS AND PUMPS WILL BE DESIGNED AS REQUIRED AND PLANS AND SPECIFICATIONS WILL BE PROVIDED TO NBSD. 11) WATER LINES WILL BE WIRED AND TAPED. 12) RAINGUARDS BENEATH MANHOLE COVERS WILL BE PROVIDED AS REQUIRED. - - 13) SERVICE CONNECTIONS WILL BE SHOWN ON FINAL DRAWINGS. 14) ENTRANCE ROAD SHALL MEET REQUIREMENTS NECESSARY TO COMPLY WITH NCDOT DRIVEWAY PERMIT. 15) SITE WILL COMPLY WITH NCDENR DEVELOPMENT _ PERMITS. 16) NO WETLANDS WILL BE IMPACTED ON THIS SITE. 029KA00901 Herman Musselwhite, Jr. 17) 8 SIDEWALK WILL BE INSTALLED FROM VILLAGE ROAD LE—C--1 TO AMENITY AREA AND WILL BE ADA COMPLIANT. 18) RESIDENTIAL STREET LIGHTING SHALL BE DOWNWARD o FACING, 9,500 LUM OR EQUIVALENT LED; NOT MORE THAN 300 ET APART. 029KA00901 Herman Musselwhite, Jr. LE—C-1 \ 029KA010 _ — — -- Carolina Power and Light Co R-600o i \ •404Ab yVEfiANiDS� / /® — BLOCK RETAINING WALL (DESIGN BY OTHERS) TOP=17.0, TOE=12.0 N Cn N 0 — 4i13 l D A t t., 1 i f I I. i r ,' i ! }j I J I F f, I ! 'f i 3 ,t i� ! i 1 44 5 41 42 43 , 39 1 4 0 o � } i, , ^2 0 .5 ., .— , I I I 0 I 4 ti 0 .e� O l F j} { V { i r: HC fi. s 30'R i! f�i n j.� 1 \ O V ............. .:.... O, i 1 © \ .y0 x f :•: >:: / 25' TYP. N LL- 10' MIN. SETBACK W BUFFER M e \\ f .. e ' ! I ,45 R i 'R �a 4 PRIVATE R 5R --._ BELLAM LA E DRIVE - ._.. II i` ...::..:.... Dior•• WOOD PRI ACY FENCE { WOOD PRIVACY FENCE% { OK ,`' o { { { { { O � { { { { 12' I 12' I { { 1 I I A ". 4 cnn"r I TVD1 1-1/2" SF9.5B PVMT. 1 /d"• 1 cnn-r DRIVEEXWAY TYPICAL ROADWAY SECTION 8" COMPACTED ABC —/ 1 CLEATWOOD DRIVE NOT TO SCALE 60' RAW 50 FT. EX. NO TES: RIVEWAY — -- — -- I 1. PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS. 2. LOCATE ENTRANCES TO PROVIDE FOR UTILIZA77ON BY ALL CONSTRUCTION VEHICLES. J. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW o a Q OF MUD ONTO STREETS, PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY. ``' o '. �.--,-� • 4. ANY MA TERIAL TRACKED ONTO THE ROADWA Y MUST BE CLEANED UP IMMEDIA TEL Y, 24' :.; ,,.:::..' , . r = :: 5. LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF INGRESS AND EGRESS PVMT j v . ':':- :,.,, :` : ,`._-°. Lt- UNTIL SITE IS STABILIZED. PROVIDE FREQUENT CHECKS OF THE DEVICE AND TIMELY _ c, N MAINTENANCE. RAW , ''. 6. NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES TO BE DETERMINED BY THE o- '' '`' ENGINEER. CLASS 'A' STONE 7. USE CLASS 'A' STONE OR OTHER COARSE AGGREGATE APPROVED BY THE ENGINEER. X ! 8 IN. MIN. DEPTH 8. INSTALL CONSTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES FROM BYPASSING yyq CONSTRUCTION ENTRANCE LEAVING PROJECT SITE. EX SANITARY EWER NOTE: PLACE GEOTEXTILE FOR DRAINAGE BENEATH STONE. GRAVEL CONSTRUCTION ENTRANCE — NCDOT 1607.01 �40T TO SCALE LECEEND �—�— PROPERTY LINE PROPOSED CURB AND GUTTER SSMH PROPOSED SANITARY SEWER MANHOLE Q PROPOSED UNIT NUMBER LANDSCAPE AREA CONCRETE WALKWAYS IMPROVED NATURE TRAIL ADA COMPLIANT BIKE RACK -^-- FLOW DIRECTION HC HANDICAP PARKING WHEEL STOP — • • — • •�►- • • — TEMP. CONSTRUCTION DITCH TEMP. ROCK CHECK DAM —SF------- SILT FENCE 6"W PROPOSED WATER LINE -SS— PROPOSED SANITARY SEWER LINE PROPOSED STORM DRAIN ' DA' " I DISTURBED AREA # STREET LIGHT OCODQ (go �. G � ECE o lve OUL \ o t \ 0 8 Y• DEVELOPER: STEVE SHUTTLEWORTH 711 CAROLINA BEACH AVE. N FN vh \ CAROLINA BEACH, NC 28428 oti°'� �� \ PHONE: 719-499-1373 EMAIL: steve0steveshuttleworth.cor \ ° o \ O / /7�v `6' WOODEN PRIVACY FE CEtK \ \ \ ° O 0 \ O F � O ti O � i ti O O a \ \ 28' 1,680 SF 42 t0 12' I— w 0 N Q i� Q ca _ c0 COto 9' 9' TYP I CAL UNIT (LOT) AND PARKING NOT TO SCALE GRAPHIC SCALE 30 15 0 60 120 1"=60' • f f SR 147 — FEMA FLOOD 2 OLD MILL ROAD ZONE .0 STURGEON ;O DRIVE f SI TE f �\ C-1 r -15 TIN00D 1 C 1 � f SR 4 O T V 0 / L T 0 i 0 q D c N T �1 0 Y f VICINITY MAP LELAND, N . G. SITE DATA TABLE PID/PIN 029KA009 / 219814330334 ZONING C- 1 AND R6 TOTAL ACREAGE 13.87 AC TOTAL ACREAGE R-6 12.16 AC TOTAL UNITS ALLOWED IN R-6 85 (7 PER ACRE) TOTAL BUILDING UNITS PROPOSED 70 (6.2 PER ACRE) TOTAL ACREAGE C-1 1.71 AC TOTAL UNITS ALLOWED IN C-1 9 (3 PER LOT) . TOTAL BUILDING UNITS PROPOSED 8 UNITS ARE TWO—STORY, TWO —BEDROOM, WITH 1 CAR GARAGE UNIT SQUARE QU RE FOOTAGE INTERIOR INCLUDING GARAGE) 1,680 SF BUILDING IMPERVIOUS 131,040 SF SIDEWALK L IMPERVIOUS 28,387 SF PARKING R OADWA Y IMPERVIOUS IOUS 126 152 SF TOTAL PROPOSED IMPERVIOUS 285,579 SF BELLAMY PLACE L CE DRIVE DE 1,689 LF PARKINGREQUIRED INCLUDING HANDICAP PARKING 144 SPACES PARKING PROVIDED (INCLUDING HANDICAP PARKING) 160 SPACES HANDICAP PARKING REQUIRED 6 SPACES HANDICAP PARKING PROVIDED (ALL ARE VAN ACCESSIBLE) 6 SPACES OPEN SPACE REQUIRED - 5% OF TOTAL PROPERTY 0.60 AC OPEN SPACE PROVIDED (SUITABLE FOR ACTIVE OPEN SPACE) 1.16 AC SETBACKS FRONT 30' SIDE / SIDE CORNER 7.5' / 20' REAR 15' MAX. PROPOSED HEIGHT OF BUILDINGS ON SITE 33' LOT 1 0.52 AC LOT 2 0.45 AC LOT 3 0.46 AC REMAINDER / LOT 4 12.16 AC DISTURBED AREA 13.2 AC COMMISSION BELLAMY PLACE TOWNHOMES TOWN OF LELAND BRUNSWICK COUNTY NORTH CAROLINA tent #g iSOL a PE 023917 1 b . f� r, RIGHT ANGLE ENCANEEFUNt4, P.C. 212 PRINCESS STREET &MINGTON, NC 28401 RAEPCSLOBELLSOUTH.NET (910) 251-8544 FAX (910) 251-2208 FIRM: C-0829 DATE: 07/17/19 Scale: As Shown Drawn: NNC Checked: WSL Project No: SS0119 Sheet No: Cl LYN-MARIE DR. DRIVEWAY EX. DRIVEWAY C4 0 (-Q 1 00 R W cNn 24! ASPH. I �.\ I N1 0*15.19'56"E 0T99 93' u') -0 FF Ir. 0 3 C14 51 C RCP C.O. 1� /'0 LOT 2 44AC 1.0 to 80 LF BORE & JACK 80 LF 18* STEEL u C.O. 04 CASING TO BE ct� INSTALLED k-EXISTI G DRIVE (TO BENEATH STORM Ln PIPING I X .• .5 AC 45 LF M TAPPNG IINV UP=1 .2 SLEEVE 9 a & VALVE ll 9_1 I 220 n r BORE, PIT CTOP=19.5 M H E 8 X209 W INV.=1 7.27 co 21.0 =19 5 I V.=1Y5 029KA00901 Herman Musselwhite, Jr. LE-C-1 ip X, F.H. ry w "x " 8x4Asp * E OH�20.0 n, R CEIVING PIT 6 CI SD MANHOLE 6' 1 O'X69 DE TOP=19.5 TOP=19.7 6 OFF E.0 . O.PE . /7. INV.=17.0 INV. 16.8 EX. DITCH 21 0 .5 1. Tt22 0 MA H EX. A ESESANITARY WR � E � N11'03'09"E 20. X8*x4"TEE 24" HDPE Cl TOP=19.5 INV.=16.3 1-0 N1 1 *1 7'00"E 1 Z4.6 2' C:) r NOTES: 1) ALL DISTANCES SHOWN ARE GROUND HORIZONTAL UNLESS OTHERWISE NOTED. 2) ALL DISTANCES ARE IN FEET UNLESS OTHERWISE NOTED. 3) THE MAJORITY OF THIS PROPERTY IS NOT LOCATED IN A FEMA FLOOD HAZARDOUS ZONE. 22,944SF (0.04%) ALONG THE NORTHERN BORDER FALLS INTO ZONES SHADED X AND AE AS SHOWN. NO CONSTRUCTION WILL BE DONE INSIDE THE FLOOD ZONES. FIRM PANEL: 3720219800K, FIRM DATE: 8/28/18. 4) EACH UNIT SHALL HAVE SEPARATE WATER METER PER NBSD REQUIREMENTS. TWO METERS SHALL BE PLACED IN ONE FORD GULF BOX WITH LOCKABLE LID ON CONCRETE BLOCK. TO BE SERVED WITH 1 SERVICE LINE. 5) DESIGN BASED ON SURVEY BY McKIM & CREED. 6) SCREENING AND BUFFER COMPLY WITH TOWN OF LELAND ORDINANCES. SCREENING SHALL BE PLANTED WITH 4 CANOPY TREES AND 12 SCREENING SHRUBS PER 10OLF. 7) ALL .PARKING SPACES WILL BE 9' X 18 8) SEWER PROFILES WILL BE PROVIDED TO NBSD AFTER DESIGNS ARE COMPLETED. 9) SPECIFICATIONS FOR SEWER COLLECTION SYSTEM AND SERVICES, AS WELL AS WATER SERVICE AND METERS, WILL MEET NBSD REQUIREMENTS. 10) LIFT STATIONS AND PUMPS WILL BE DESIGNED AS REQUIRED AND PLANS AND SPECIFICATIONS WILL BE PROVIDED TO H2GO. 11) WATER LINES WILL BE WIRED AND TAPED. 12) RAINGUARDS BENEATH MANHOLE COVERS WILL BE PROVIDED AS REQUIRED. 13) SERVICE CONNECTIONS WILL BE SHOWN ON FINAL DRAWINGS. 14) ENTRANCE ROAD SHALL MEET REQUIREMENTS NECESSARY TO COMPLY WITH NCDOT DRIVEWAY PERMIT. 15) SITE WILL COMPLY WITH NCDENR DEVELOPMENT PERMITS. 16) NO WETLANDS WILL BE IMPACTED ON THIS SITE. 17) 8' SIDEWALK WILL BE INSTALLED FROM VILLAGE ROAD TO AMENITY AREA AND WILL BE ADA COMPLIANT. 18) RESIDENTIAL STREET LIGHTING SHALL_ BE DOWNWARD FACING, 9,500 LUMENS OR EQUIVALENT LED; NOT MORE THAN 300 FEET APART. 19) PROVIDE 5- STORZ CONNECTORS ON ALL HYDRANTS. 1-1 FIRE HYDRANT NOTES: 1) NEW HYDRANTS SHALL HAVE 5" STORZ STEAMER CONNECTIONS. 2) HYDRANTS SHOULD BE 18- FROM THE CENTERLINE OF THE STEAMER CONNECTION TO FINISH GRADE, THIS INCLUDES LANDSCAPING AND STEAMER CONNECTIONS 1HAT FACE THE STREET. 3) STREET VIEW OF HYDRANTS SHOULD NOT BE OBSTRUCTED BY LANDSCAPING OR OTHER UTILITIES FOR A 3 FT RADIUS AROUND THE HYDRANT. 4) ALL LANDSCAPING AROUND THE HYDRANT SHOULD NOT OBSTRUCT ACCESS TO THE HYDRANr- LA =1 -N11-02.4-2"E-- W �Do )P=18.0 IV.=16.2 029KA010 Carolina Power and Light CO-R-6000 X "z SF- SF- - 0 ro, N1 1 *20 NOLLVIS lill 01 30' 11TILITY - 11-.� 00, �5) EASEMENT 00 7. VEL VPREADER F.E. ZT=8. S UCT OUUT UCT URE/ 13,6 SF i E \ T"'ZE3 NI 7.2 ABLE LL A10 111 TEMPORARY F. SILT FENCE FO EBAY on C13 4 7 6 SF RACK P=17. F.E.$, TEMPORARY 7.3 1 V=12.2. INV*12.0 BAFFLES f } �° , ��pG� DEVELOPER: lb STEVE SHUTTLEWORTH ,pro 711 CAROLINA BEACH AVE. N CAROLINA BEACH, NC 28428 N11*00 PHONE: 719-499-1373 M� '59"E If- I '�w OPEN SPACE & C .0 EMAIL: steve0steveshuttleworth.com 48" RCP 8' S/W F.H TOP. INV. TEMPORARY ROCK CHECK DAM FES INV=14.5 RM CURB CUT=19.0 A �p Ss MO -Al 8' S BUM• ch RACK I'OP-1 8A Cl) or il' M OL6 ATOREM AIN IN6xA 1 0 RENC E L P=1&0 9.0 INV=1 4.6 E 46" FES RCP INV=15.0 TEMPORARY SILT FENCE t PROPERTY LINE PROPOSED CURB AND GUTTER SSM0 H PROPOSED SANITARY SEWER MANHOLE PROPOSED UNIT NUMBER . .... ...... . LANDSCAPE AREA CONCRETE WALKWAYS s ,r IMPROVED NATURE TRAIL ADA COMPLIANT BIKE RACK FLOW DIRECTION HC HANDICAP PARKING WHEEL STOP TEMP. CONSTRUCTION DITCH TEMP. ROCK CHECK DAM SF- SILT FENCE 6"W PROPOSED WATER LINE SS- PROPOSED SANITARY SEWER LINE 69 PROPOSED STORM DRAIN DA� DISTURBED AREA STREET LIGHT 0.97 AC GRAPHIC SCALE 30 15 0 60 120 1"=60' FEMA FLOOD SR 1472 OLD MILL ROAD ZONE STURGEON ::::� �.>\ DRIVE S/ TE r. 10 C-1 R-15 C" C-1 V11-- OD SR /v VICINITY MAP - LELAN D, N. C. 1 =400' BELLAMY PLACE TOWNHOMES TOWN OF ELAND BRUNSWICK COUNTY NORTH CAROLINA % LnL-1) UTILITY PLAN RIGHT ANGLE E=-NQ11VE=-E=-F:HNG4 P.O. 212 PRINCESS STREET WILMINGTON, NC 2W1 RAEPCSLOBELLSOUTH.NET (910) 251-8544 FAX (910) 251-2208 FIRM: C-0829 rDATE. 07/17/19 Scale: As Shown Drawn: NNC Chocked: WSL Project No. SS0119 Sheet No. C3 NOTES FOR DETENTION BASIN CONSTRUCTION SPECIFICATIONS SITE PREPARATIONS - CLEAR, GRUB AND STRIP TOPSOIL FROM THE SITE AREA OF THE NEW POND TO REMOVE TREES, VEGETATION, ROOTS AND OTHER OJECTIONABLE MATERIAL. TO FACILITATE SEDIMENT CLEANOUT, STOCKPILE ALL TOPSOIL OR SOIL CONTAINING ORGANIC MATTER FOR USE ON THE OUTER SHELL OR THE EMBANKMENT TO FACILITATE VEGETATIVE ESTABLISHMENT. PLACE TEMPORARY SEDIMENT CONTROL MEASURES BELOW THE BASIN AS NEEDED. CONDUIT SPILLWAYS - SECURELY ATTACH THE RISER TO THE BARREL OR BARREL STUB TO MAKE A WATER -TIGHT STRUCTURAL CONNECTIN. SECURE ALL CONNECTIONS BETWEEN BARREL SECTIONS BY APPROVED WATER -TIGHT ASSEMBLIES. PLACE THE BARREL AND RISER ON A FIRM, SMOOTH FOUNDATION OF IMPERVIOUS SOIL. DO NOT USE PERVIOUS MATERIAL SUCH AS SAND, GRAVEL, OR CRUSHED STONE AS BACKFILL AROUND THE PIPE OR ANTI -SEEP COLLARS. PLACE THE FILL MATERIAL AROUND THE PIPE SPILLWAY IN 4 INCH LAYERS AND COMPACT IT UNDER AND AROUND THE PIPE TO AT LEAST THE SAME DENSITY AS THE ADJACENT EMBANKMENT . CARE MUST BE TAKEN NOT TO RAISE THE PIPE FROM FIRM CONTACT WITH ITS FOUNDATION WHEN COMPACTING UNDER THE PIPE HAUNCHES. PLACE A MINIMUM DEPTH OF 2 FT. OF HAND -COMPACTED BACKFILL OVER THE PIPE SPILLWAY BEFORE CROSSING IT WATH CONSTRUCTION EQUIPMENT. ANCHOR THE RISER IN PLACE BY CONCRETE OR OTHER SATISFACTORY MEANS TO PREVENT FLOTATION. IN NO CASE SHOULD THE PIPE CONDUIT BE INSTALLED BY CUTTING A TRENCH THROUGH THE DAM AFTER THE EMBANKMENT IS COMPLETE. EMERGENCY SPILLWAY - INSTALL THE EMERGENCY SPILLWAY IN UNDISTURBED SOIL. THE ACHIEVEMENT OF PLANNED ELEVATIONS, GRADE, DESIGN WIDTH, AND ENTRANCE AND EXIT CHANNEL SLOPES ARE CRITICAL TO THE SUCCESSFUL OPERATION OF THE EMERGENCY SPILLWAY. INLETS - DISCHARGE WATER INTO THE POND IN A MANNER TO PREVENT EROSION. USE OUTLET PROTECTION AT EACH PIPE TO PREVENT EROSION OF THE POND FLOOR. EROSION CONTROL - CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS MINIMUMIZED. DIVERT SURFACE WATER AWAY FROM BARE AREAS. COMPLETE THE EMBANKMENT BEFORE THE AREA IS CLEARED. SAFETY - SEDIMENT BASINS MAY ATTRACT CHILDREN AND CAN BE DANGEROUS. AVOID STEEP SIDE SLOPES, AND MARK BASINS WITH WARNING SIGNS IF TRESPASSING IS LIKELY. MAINTENANCE NOTES FOR DETENTION BASIN 1. AFTER EVERY SIGNIFICANT RUNOFF PRODUCING RAINFALL EVENT AND AT LEAST MONTHLY: A: INSPECT THE DETENTION BASIN SYSTEM FOR SEDIMENT ACCUMULATION, EROSION, TRASH ACCUMULATION, VEGETATED COVER, AND GENERAL CONDITION. 8: CHECK AND CLEAR THE ORIFICE OF ANY OBSTRUCTIONS SUCH THAT DRAWDOWN OF THE TEMPORARY POOL OCCURS WITHIN 2 TO 5 DAYS AS DESIGNED. 2. REPAIR ERODED AREAS IMMEDIATELY, RE -SEED AS NECESSARY TO MAINTAIN GOOD VEGETATIVE COVER, MOW VEGETATIVE COVER TO MAINTAIN A MAXIMUM HEIGHT OF SIX INCHES, AND REMOVE TRASH AS NEEDED. 3. INSPECT AND REPAIR THE COLLECTION SYSTEM (I.E. CATCH BASINS, PIPING, SWALES, RIPRAP, ETC.) QUARTERLY TO MAINTAIN PROPER FUCTIONING. PERMENANT POOL DISTANCE SHOWN ON PLANS STAINLESS STEEL TRASH RACK RISER PRINCIPAL SPILLWAY 7 3'1W TOP DISTANCE SHOWN ON PLANS ". -0 so 3' -0 VEGETATIVE SHELF - VEGETATIVE SHELF - Note Plantings EL. TOP OF BANK Note Plantings EL. EMERGENCY SPILLWAY EL. TEMPORARY POOL EL. @ TEMPORARY POOL EL. @ PERMANENT POOL EL. @ PERMANENT POOL EMERGENCY SPILLWAY --\ GROUND / �� SLu/Mtm/ \ ~ ^ `^�* , EL �� SEDIMENT � ^�~ aPPmux' o' I SURFACE / `�JREMOVAL ELEVATION ^^~ vv�n^mn �w�/F \ � REMOVAL ELEVATION ^�� ^ _ 2'1 SLOPE FINE GRAVEL FACE /1' MIN. TH|CKNESS\ fli FLARED END SECTION OUTLET AT BOTTOM � CHANNEL \ |N�=�� -PRINCIPAL BARREL GRAVEL DROP INLET PROTECTION (GRAVEL DONUI) ALL AREASABOVE PERMANENT ' \, SPILLWAY POOL EL TO BE SEEDED AS ��' YJ �� v/ ~`''~'`' ~' '~'`" \ `--' ANTI-FLUA|iUN NOTTO �~'`^� ' _� SHOWN ON SEEDING SCHEDULE RIP -RAP � VV|�E BLOCK RIP RAP CLASS B Vy|TH__/' ** WETLAND SHELF PLANTINGS - EQUAL AMOUNTS OF P|CKEREUmEED, SOFT -STEM AROUND ENTIRE __/ �EDTEXT|LE FABRIC BULRUSH,ARROWHEAD/DUCK POTATO. PLANTED AT 2 FOOT ON CENTER AROUND ENTIRE 3�" X 32" ' OUTLET STRUCTURE. --' �� SHELF ' ' ~^ '' ~- EXTEND UP SIDES TO ANTI -SEEP TOP OF BANKSEE 0 COLLAR ' DETENTION BASIN ELEVATION SCHEDULE WDB # A B C D E F G H PERM POOL PERM POOL DIA. BARRELL DIA. SIZING FOR DIMENSIONS. . WET DETENTION BASIN SECTION M|N. 12 1/2 GA. �RES NOT TO SCALE / STEEL POST | | WIRE FABRIC FILTER FABRIC u m cz IIVAILENGTH VARIES 5' 12' S_rn �� Z ' c_ u- = �o m w 'n | #57s_l | | �-ospT*=4 | | -� �- | | �U COMPACTED BACKFLL . S.~. . . . . . . " " . . . . . . " . ^ . ` " `� ' _~_�^.. ~_~ .^.. ^.^._ , ^ 1 , ^°= , 5A' 10 4` REMOVE ACCUMULATED SEDIMENT FROM THE DETENTION BASIN SYSTEM SEMI-ANNUALLY DR WHEN DEPTH EXCAVATED IS REDUCED TO 75Y� OF THE ORIGINAL DESIGN DEPTH. REMOVED SEDIMENT SHALL BE DISPOSED OF IN AN X/0� BASIN-v-- APPROPRIATE MANNER AND SHALL BE HANDLED IN A MANNER THAT WILL NOT ADVERSELY IMPACT WATER �n ' [L *m0TE __� � BE CLEARED OF QUALITY (| E STOCKPILING NEAR A WET DETENTION BASIN OR STREAM, ETC.) CONTROL s*�� ''`~` ~^~' ~'^~'' | ,0 | l �STEEL 1 STEEL OF U f ANCHOR,:SKIRT,.,,..,..,.,. 6'x e COwC oox RISER `` EL.0) STAINLESS STEEL TRASH RACK THE MEASURING DEVICE USED TO DETERMINE THE SEDIMENT ELEVATION SHALL BE SUCH THAT IT WILL GIVE SEDIMENTS. PIPE WITH '�' 45^aEN�cREEwc. ^�"' `-pmImCIp*L BARREL� SPILLWAY 3�""VI =n'3 ="="'' /' BEoowcs HALF FULL. ' / ' T - -- POST WOOD POST WOOD ru�/ pD3T ��N�� AN ACCURATE DEPTH READING AND NOT READILY PENETRATE INTO ACCUMULATED | 7'v 7'x a^ CONC, BASE FILTER FABRIC 1.0 ALTERNATE: IN LIEU OF BURYING SK|RT, 0" STONE MAY D Install level and flush WHEN THE PERMANENT POOL DEPTH READS 1 FOOT IN THE POOL, THE SEDIMENT SHALL BE REMOVED' n|pn�p #57ST0NE #D TO ANCHOR SKIRT5^ /zn natural ground ' w/w. o^noox FENCE FABRIC SHALL BE A MINIMUM OF 32|N WIDTH AND SHALL IF THE BASIN MUST BE DRAINED FOR AN EMERGENCY OR TO PERFORM MAINTENANCE, THE FLUSHING OF =�0 o�o7 HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING. SEDIMENT THROUGH THE EMERGENCY DRAIN SHALL BE MINIMIZED TO THE MAXIMUM EXTENT PRACTICAL. 100000000000000000000000000000 RIP RAP '00000000000000000000000000000 z' o' PORARY SEDIMENT TRAP FILTER FABRIC SHALL BE M|RAR 100 OR SHALL A �|N|�U� OF VOTH EQUIVALENT AND pipe or Ditch / on0000000000000000000u00000 oo BURLAP CAN NOT BE USED WHERE FENCE TOR OR Outlet -\ CONSTRUCTION SCHEDULE 1.Obte�p�noppnovm and other appUceb�ponn�. . 2. Hold nneetngod�o�one week 0 phortobeginning cono�u�ion. � ` || -Install/Maintain _---ry ^_-- 4. of the install silt ' fenc�Qmtthe base ofm�pamtorem�k�movement of sediment from the m�a. 5.Begin o�ahngand grading ofthe o�a. 8. |n�eU �onn piping, catch basins, and curb in|�a. 00 7. Install Inlet Pnzby��nfor catch basins and curb irU�a | to nas�� movement ofsediment f�m the site. 8. All erosion and sediment control practices will be V � inspected bi+waek|yand after each nainfmUevent. � .. -�-^----._...`..�-�'.^./`' � m��nuu /m«�mm ' 6 m " _^"---_"-..�....��./�x�~� ~x*,�"","= / zromnv��uxV�v�V=�=0=0=�=.�'=p~=' m| ' �� m�o�swU|bememo�dand p�mane�eg�m�e�pina tobecomp|e�d. STANDARD BRICK D.I. VEGETATION PLAN N.C.D.O.T. STD.#84015 " stabilization1. After complete of the entire covered top cover soils will be roughened by making 1 "-2" deep grooves perpendicular to the slope. 2. Spread lime (agricultural limestone) evenly over the area U 81-10- at a rate of 1.5 tons/acre; spread 10-10-10 fertilizer at rate F_IF_ specified and incorporate into the top 6" of soil. B ::]E 2 3. Loosen surface prior to applying seed. 1= 00 4. Broadcast seed at recommended rates. X A -- r- 5. Rake seed �tpthe moUand Ught�pack toeo�bhmhgood contm�. G. N1u|nhw�h4OOOlb/acre grain n�ewuroquke|mntand anchor by weighted farm d�c �tneadyo�a�htorother nmu�hanchoring tomi 7. N1nw��amneeded and nahe�||�oinlate vvinhmroreodyaphngbytopdnes�nQ vvith1O' 1D-10fn�i|izer. CD 8.Graded mu�mmaomhaUnot beexposed vvithoutgrass coverage for more than 16days. |fgrades are not complete and exposure immore than �-�w°y 15days, temporary seed oaspecified. PLAN MAINTENANCE PLAN - 1`�|en��o�m�ime��p��U�� n�aLdlbyand opens�onfoUowingevm�munof�prudu�ng rai�aUbut innocase less than once every week. Any needed repairs will be made immediately to maintain all proot�eoomdesigned. 2. AUoono�ucUnnonbanneawill bwpehod|ca|kytopdreoead with anudd�iona|2inches o7#4stone 1nmmintimnproper TEMPORARY SEEDING. N depth. Any sediment that is tracked into the street will be immediately removed. 3. �omthe sediment trap and b�ok whenand gravel inlet protection device storage capacity � has been approximately 50% filled. Gravel will be cleaned `"' ^~~~~^'~~'^pool '~ longer drains -_'-'-` 4. Sedimentwill beremoved �ombehind the oedmmn fence � whendbecomes 0.5feet deep atthe fenoe The sediment ~ 3. 1PE :DNCRETE BAS =| ~|OR MASONRY NOT TO SCALE ''-' woTcs' STEEL POSTS SHALL BE 3'-0^ IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE STEEL TYPE z. ORIFICE CONTROL pzpE To BE FABRICATED OUT OF GALVANIZED vwor* SILT FENCES SHALL BE INSTALLED TYPE. ALL CATCH BASINS. Square STEEL pzpc. CONTRACTOR TO PnovzoE snop DnAwzws BcFonc . �o' ~ ' S^""' G' i t \ STRUCTURE IS FABRICATED, SILT FENCES SHALL BE PROVIDED AS NECESSARY TO PREVENT Hn|o (p3H) min. yp.' 2. o0vTnACTon SHALL zuBmzT TRASH mAcn SpcczFzcATzown FOR EXCESSIVE EROSION. ` ' APPROVAL PRIOR To CONSTRUCTION, (Rip Rap in 3. CONTRACTOR TO INSTALL RIP RAP 5'wzoE ARouwo cwrznE | Basin not shown OUTLET srRucTuns' | | / ------� / clarity) for 4. TRASH RACK MAXIMUM opEmzwG uzzE IS 4^' '' OVERFLOW STRUCTURE ` T -'- -- -- - '- - ��U� � �� DErTn » ~�� N. �� ~ �' | � Pipe or Ditch - TF��A�� Nr.F Outlet General Notes: Precast (�atCn basins .��.,,, .~. ~ ., ,. .~.~~. . ~~, ..~�� 1. Precast concrete structures ohoU be in accordance NOT TO SCALE + with NCDOT section 1077 for "precast concrete units" � '/' ~``-`` '' ' ' - ''''````'��sxoAvArE BELOW DITCH PROFILE _ PSRM vf the most recent "Standards Specifications for Roads and ' TO FORM SEDIMENT �--'°,=" B°v" TO ='~="°"" ��no Drainage Gutter Shown - MaxSlope Natural Structures" And ASTN-C-813 for "Reinforced Concrete Voter swALc PROFILE IN 8ou= ` '= '""` vertioo| Curb " G,uu/u Vostewoter Structures.. TEMPORARYSEDIMENT TRAP Gutter Slope Std. opCD0T Liner: Class B Rip R � 2. Concrete compressive strength shall be 4000 PSI Minimum and NOT TO SCALE Match 'u,e"="` 1BTh|c� with Filter Fobrioond \ _ 2:1 S|oppS! meet the requirements as specified in NCDOT section ' ' 8"| 2:1 Slope 1077'shall /_ �up//u/� _� 13^ � � U U�� 0~��U0�-�� , � .-,'- .-- . _. -�-. �- _" �-�-__.� .+..� �._. ...�.�~,~. �. -. ^ ' u ' ~~��~ -``~�^ ^~~~�`` "=''""k-"'y .if "" �` ~' ~~'~'^'~~ ~`~~ ~~'~ `~''~''^''� `` " VA - the requirements of A8TW-A-615, grade 60' or welded wire STANDARD BRICK D.I. S NCDOT E fabric conforming to the requirement of AS�N-A-82 or both. 15 sro rop ABC48" PIPE 0 �' ' r��r-- FRAME, GRATE & H000 MANHOLE FRAME . Reinforcing steel design �hu|| be according to C-890-78 for �° .EE.... ..-. OR ^~~.^ FRAME 8GRATE 0� #840.18 H-20-44 Loading. | � °\ � ~~''`'^^~ 100% Compaction 5. Steps required on structures over 42'' de�p oho|| b� on ote�| �-----' Below curb and gutter Mor o Proctor' reinforced copolymer polypropylene plastic. Conc. Curb & Gutter Detail 8. Section joints shall be sealed with butyl rubber sealant or Not to Sc�� NCDOT approved mortar at the option of the contractor. 00 / 7. Pipe connections shall be sealed with approved mortar. NCDOT =1 ^--�----- +. PIPE approved brick may be used in conjunction with mortar at the 24, p/pE contractors option. oowoncrs oAsc �n| �� SECTION 8. Lift holes shall be located as required for handling and sealedafter installation with NCDOT approved mortar. | ' | ��E{�-�|�� L PLAN GRASS TYPE AMOUNT/1000 SF TIME OF SEEDING INITIAL FERTILIZATION/1000 SF MAINTENANCE fence will berepexmdamnnoemuo�nomamzanmoornmr 5. The m�|me��U�d�n�o��t�� sedimentreaches 2.Ofeet bm�wthe top ofthe hoec will bedeenadorreplaced vvhenthe sediment pool PERMANENT SEEDING 0 nolonger drains properly. - ~. All.- . and nw�/euaccording wspecifications "' the vegetative p�ntnnma�tmnmv�onzu�dense xegetat��cover. STABILIZATION NOTES 1. All �opeowiUbemtsb|�edw�h�15days mfcease ofany phase nfgrading. 2. All other areas vvi||ba�obi|izmdvv�hin15days ofcease of 0 onvphase ofqnading. GRASS TYPE AMOUNT/1000 SF TIME OF SEEDING INITIAL FERTILIZATION /1000 SF MAINTENANCE MARCH-APRIL EACH 4-8 WKS AUG- SEPT FESCUE, TALL 5-7 LBS SEPT THRU OCT 25 LBS 10-10-10 FEB - MARCH MAY & DEC SEPT - OCT '' INTERFERENCE MANHOLE ',� /��,�/ �~,v�~/n�^�� NOT TO SCALE `^^ 50 F[ NOTES: ~- | 1. PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS. zr 1 2. LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION BY ALL CONSTRUCTION VEHICLES. + J. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD ONTO STREETS. PERIODIC TOPDRESS|NG WITH STONE WILL BE NECESSARY.TRANSITION CURBING. � �� 4 ANY MATERIAL TRACKED ONTO THE ROADWAY MUST 8E CLEANED UP IMMEDIATELY. . ' ' NOT TO SCALE � ry � ' 5 LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF INGRESS AND EGRESS UNTIL SITE IS STABILIZED. PROVIDE FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE. 0. muMbIax *mu uuU*//uN ur Uum:�)/Nu�,//um Ln/N*m,11Z> /u Or- uL/LMIVI/mcu n, mc | u' \ ENGINEER. � CLASS 'A' STONE 7. USE CLASS 'A' STONE DR OTHER COARSE AGGREGATE APPROVED BY THE ENGINEER. B IN. MIN. DEPTH B. INSTALL CONSTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES FROM BYPASSING CONSTRUCTION ENTRANCE LEAVING PROJECT SITE. ! � N ^ . w m'//+' �/ m.~ ,,�/`/�x/n , �,,� //�mmm,, �,mA/" ��/`/m� ....^- .�`.� ._. _..-.._- .. GRAVEL CONSTRUCTION ENTRANCE ~~ NCDOT 1607.01. NOT TO SCALE � co 70 PRE -CAST (0 CONCRETE CATCH BASIN 4000 PSI REINFORCED Lx- PIPE SECTION Y BELLAMY PLACE TOWNHOMES TOWN OF LELAN0 BRUNSWICK COUNTY NORTH CAROLINA �qp�� ±�� L RIGHT ANGLE Eh1C%W4FEEFW*:k P.C. DRIVEWAY (C � 12� 12' 1_, ^," / , o/r n`u^r TYPIC~��'��U��U �� Q��^�� AL o x»�x�u� x�»�'�xu�nn��o SECTION o��o�NOT TO SCALE o2sKA0Oeo Hnnnon Muoaovmme, Jr. LE-C-1 1\ ALL DISTANCES SHOWN ARE GROUND HORIZONTAL UNLESS OTHERWISE NOTED. 2) ALL DISTANCES ARE IN FEET UNLESS OTHERWISE NOTED. 3\ THIS PROPERTY IS NOT LOCATED IN A FEMA FLOOD HAZARDOUS ZONE. 4\ EACH UNIT SMALL HAVE SEPARATE WATER METER PER N83D REQUIREMENTS. TWO METERS SHALL BE PLACED IN ONE FORD GULF BOX YNTM LOCKABLE LID ON CONCRETE BLOCK. TO BE SERVED WITH 1" SERVICE LINE. 5 DESIGN BASED ON SURVEY BY k4oK|M 8x CREED. O) SCREENING AND BUFFER COMPLY WITH TOWN OF LELAND ORDINANCES. SCREENING SHALL BE PLANTED VNTM 4 CANOPY TREES AND 12 SCREENING SHRUBS PER 1OOLF' 7) LANDSCAPING WILL BE PROVIDED TO MEET TOWN OF LELAND ORDINANCES - 1 CANOPY TREE PER 15 PARKING SPACES, 1 UNDERSTORY TREE PER 10 SPACES' AND 1 SHRUB PER 4 SPACES. 8 ALL PARKING SPACES WILL BE Q' X 18'. 9) SEWER PROFILES WILL BE PROVIDED TO NB3D AFTER DESIGNS ARE COMPLETED. 10\ SPECIFICATIONS FOR SEWER COLLECTION SYSTEM AND SERVICES, AS WELL AS WATER SERVICE AND METERS, WILL MEET NB3D REQUIREMENTS. 11\ LIFT STATIONS AND PUMPS WILL BE DESIGNED AS REQUIRED AND PLANS AND SPECIFICATIONS WILL BE PROVIDED TO NB3D. 12WATER LINES WILL BE WIRED AND TAPED. 13) RA|NGUARD3 BENEATH MANHOLE COVERS WILL BE PROVIDED AS REQUIRED. 14\ SERVICE CONNECTIONS WILL BE SHOWN ON FINAL DRAWINGS. 15\ ENTRANCE RAOO SHALL MEET REQUIREMENTS NECESSARY TO COMPLY WITH NCD0T DRIVEWAY PERMIT. 16\ SITE WILL COMPLY WITH NCDENR DEVELOPMENT PERMITS.17) NO WETLANDS WILL BE IMPACTED ON THIS-,(�SITE_, \ ° \ \ \ O20KA01O \ ooromo Power and Light CO-R-60000.87 AC OUTLE BLOCK RETAINING S UR WALL PONU Herman Musselwhite, Jr. _____-__---------_-_` OPEN SPACE esss F.H. FOR y \ .4,514 SF 1000, CB TO 1 Q� ^` ^^ _ 18\ 5`S|DEWALK WILL BE INSTALLED ~��^` TO CLUBHOUSE FACILITY AND WILL BE O OMpUANT. ^~ � `` vr�r `\ M AND BUILDING WILL BE 0 1_7O7 /\C LANDSCAPED. co FUTURE / CP CB ' COMMERCIAL ui / N / . momERA. f\U r�Waft ALLOWED - �``,`- /I lVI r- E_ f-\ V I u u ID 0.5 1 01" CB Gv� 9. (TYP-) M -9 PQ I At EXISTING DRIVEWAY (TO BE CLOSED) RE & JACK TAPPING ki VALVE 20.5 (920.5 Cl -6 5- —P u 9 L-1 C_ R I G—H T_ VO Fr� CB PRIVATE ROAD WOOD PRIVACY FENC (P-) WOOD PRIVACY FENCE 48" RCP 1 BUFFER (TYP.) Cl 0 z EX. DITCH Ce ow DECELERATION LANE LEGEND PROPERTY LINE PROPOSED CURB AND GUTTER PROPOSED SEWER MANHOLE SSW ,SANITARY PROPOSED UNIT NUMBER FENCED DUMPSTERENCLOSRE LANDSCAPE AREA CONCRETE WALKWAYS FLOW DIREC11ON HANDICAP PARKING WHEEL STOP (��T�T� '�(��T�! GRAPHIC SCALE 30 15 o so mm IEW 1^=8C/ TO LIFT STAIIOw__. MAZZARONE CONSTRUCTION, INC. P.O. BOX 1488 BURGAW, NC 28425 PHONE: 910-250-3235 FAX: 810-250-3237 SITE DATA TABLE TOTAL ACREAGE 12.17 AC TOTAL UNITS ALLOWED 158 (13 PER ACRE) TOTAL BUILDING UNITS PROPOSED 71 (5.8 PER ACRE) UNITS ARE SINGLE —STORY, TWO —BEDROOM WITH 1 CAR GARAGE UNIT SQUARE FOOTAGE (INTERIOR, INCLUDING GARAGE) 1497 SQ FT BUILDING IMPERVIOUS (INCLUDING CLUBHOUSE) 2.78 AC PATIO IMPERVIOUS (INCLUDING POOL PATIO) 0.17 AC SIDEWALK IMPERVIOUS 0.12 AC PARKING/ROADWAY IMPERVIOUS 2.85 AC PARKING REQUIRED (INCLUDING HANDICAP PARKING) 144 SPACES PARKING PROVIDED (INCLUDING HANDICAP PARKING) 160 SPACES HANDICAP PARKING REQUIRED 6 SPACES HANDICAP PARKING PROVIDED 11 SPACES OPEN SPACE REQUIRED — 5% OF TOTAL PROPERTY 0.60 AC OPEN SPACE PROVIDED (SUITABLE FOR ACTIVE OPEN SPACE)0.87 AC �� DRAINAGE Q~ �� ±��1�±�� GRADING PLAN NORTH, CAROLINA 1:,NV\ MANAGEIMENTCOMMISSION DIVISION OF WATER OUALITY AN 1 _ °°0' NOTES FOR DETENTION BASIN CONSTRUCTION SPECIFICATIONS SITE PREPARATIONS - CLEAR, GRUB AND STRIP TOPSOIL FROM THE SITE AREA OF THE NEW POND TO REMOVE TREES, VEGETATION, ROOTS AND OTHER OJECTIONABLE MATERIAL. TO FACILITATE SEDIMENT CLEANOUT, STOCKPILE ALL TOPSOIL OR SOIL CONTAINING ORGANIC MATTER FOR USE ON THE OUTER SHELL OR THE EMBANKMENT TO FACILITATE VEGETATIVE ESTABLISHMENT. PLACE TEMPORARY SEDIMENT CONTROL MEASURES BELOW THE BASIN AS NEEDED. CONDUIT SPILLWAYS - SECURELY ATTACH THE RISER TO THE BARREL OR BARREL STUB TO MAKE A WATER -TIGHT STRUCTURAL CONNECTIN. SECURE ALL CONNECTIONS BETWEEN BARREL SECTIONS BY APPROVED WATER -TIGHT ASSEMBLIES. PLACE THE BARREL AND RISER ON A FIRM, SMOOTH FOUNDATION OF IMPERVIOUS SOIL. DO NOT USE PERVIOUS MATERIAL SUCH AS SAND, GRAVEL, OR CRUSHED 'STONE AS BACKFILL AROUND THE PIPE OR ANTI -SEEP COLLARS. PLACE THE FILL MATERIAL AROUND THE PIPE SPILLWAY IN 4 INCHLAYERS AND COMPACT IT UNDER AND AROUND THE PIPE TO AT LEAST THE SAME DENSITY AS THE ADJACENT EMBANKMENT. CARE MUST BE TAKEN NOT TO RAISE THE PIPE FROM FIRM CONTACT WITH iTS FOUNDATION WHEN COMPACTING UNDER THE PIPE HAUNCHES. PLACE A MINIMUM DEPTH OF 2 FT. OF HAND -COMPACTED BACKFILL OVER THE PiPE SPILLWAY BEFORE CROSSING IT WATH CONSTRUCTION EQUIPMENT. ANCHOR THE RISER IN PLACE BY CONCRETE OR OTHER SATISFACTORY MEANS TO PREVENT FLOTATION. IN NO CASE SHOULD THE PIPE CONDUIT BE INSTALLED BY CUTTING A TRENCH THROUGH THE DAM AFTER THE EMBANKMENT IS 'COMPLETE. EMERGENCY SPILLWAY - INSTALL THE EMERGENCY SPILLWAY IN UNDISTURBED SOIL. THE ACHIEVEMENT OF PLANNED ELEVATIONS, GRADE, DESIGN WIDTH, AND ENTRANCE AND EXIT CHANNEL SLOPES ARE CRITICAL TO THE SUCCESSFUL OPERATION OF THE EMERGENCY SPILLWAY. INLETS - DISCHARGE WATER INTO THE POND IN A MANNER TO PREVENT EROSION. USE OUTLET PROTECTION AT EACH PIPE TO PREVENT EROSION OF THE POND FLOOR. EROSION CONTROL - CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS MINIMUMIZED. DIVERT SURFACE WATER AWAY FROM BARE AREAS. COMPLETE THE EMBANKMENT BEFORE THE AREA IS CLEARED. SAFETY SEDIMENT BASINS MAY ATTRACT CHILDREN AND CAN BE DANGEROUS. AVOID STEEP SIDE SLOPES, AND MARK BASINS WITH WARNING SiGNS IF TRESPASSING 1S LIKELY. MAINTENANCE NOTES FOR DETENTION BASIN 1. AFTER EVERY SIGNIFICANT RUNOFF PRODUCING RAINFALL EVENT AND AT LEAST MONTHLY: A: INSPECT THE DETENTION BASIN SYSTEM FOR SEDIMENT ACCUMULATION, EROSION, TRASH ACCUMULATION, VEGETATED COVER, AND GENERAL CONDITION. B: CHECK AND CLEAR THE ORIFICE OF ANY OBSTRUCTIONS SUCH THAT DRAWDOWN OF THE TEMPORARY POOL OCCURS WITHIN 2 TO 5 DAYS AS DESIGNED. 2. REPAIR ERODED AREAS IMMEDIATELY, RE -SEED AS NECESSARY TO MAINTAIN GOOD VEGETATIVE COVER, MOW VEGETATIVE COVER TO MAINTAIN A MAXIMUM HEIGHT OF SIX INCHES, AND REMOVE TRASH AS NEEDED. 3- INSPECT AND REPAIR THE COLLECTION SYSTEM (I.E. CATCH BASINS, PIPING, SWALES, RIPRAP, ETC.) QUARTERLY TO MAINTAIN PROPER FUCTIONING. 4. REMOVE ACCUMULATED SEDIMENT FROM THE DETENTION BASIN SYSTEM SEMi-ANNUALLY OR WHEN DEPTH IS REDUCED TO 75% OF THE ORIGINAL DESIGN DEPTH. REMOVED SEDIMENT SHALL BE DISPOSED OF IN AN APPROPRIATE MANNER AND SHALL BE HANDLED IN A MANNER THAT WILL NOT ADVERSELY IMPACT WATER QUALITY (I.E. STOCKPILING NEAR A WET DETENTION BASIN OR STREAM, ETC.) THE MEASURING DEVICE USED TO DETERMINE THE SEDIMENT ELEVATION SHALL BE SUCH THAT IT WILL GIVE AN ACCURATE DEPTH READING AND NOT READILY PENETRATE INTO ACCUMULATED SEDIMENTS - WHEN THE PERMANENT POOL DEPTH READS 1 FOOT 1N THE POOL, THE SEDIMENT SHALL BE REMOVED. 5. IF THE BASIN MUST BE DRAINED FOR AN EMERGENCY OR TO PERFORM MAINTENANCE, THE FLUSHING OF SEDIMENT THROUGH THE EMERGENCY DRAIN SHALL BE MINIMIZED TO THE MAXIMUM EXTENT PRACTICAL. 6. ALL COMPONENTS OF THE DETENTION BASIN SYSTEM SHALL BE MAINTAINED IN GOOD WORKING ORDER. CONSTRUCTION SCHEDULE 1. Obtain plan approval and other applicable peffnnits. 2. Hold pre -construction meeting at least one week prior to beginning construction. 3. Install/Maintain temporary construction entrancelexit. 4. Before Gearing and grading of the site, install silt fencing at the base of slopes to restrict movement of sediment from the site. 5. Begin clearing and grading of the site. 6. install storm piping, catch basins, and curb inlets. 7. Install Inlet Protection for catch basins and curb inlets to restrict movement of sediment from the site. 8. All erosion and sediment control practices will be inspected bi-weekly and after each rainfall event. Needed repairs will be made immediately. 9. After the entire covered area is stabilized, all temporary measures will be removed and permanent vegetative repairs to be completed. VEGETATION PLAN 1. After complete stabilization of the entire covered area, top cover soils will be roughened by making 1"-2" deep grooves perpendicular to the slope. 2. Spread lime (agricultural limestone) evenly over the area at a rate of 1.5 tons/acre; spread 10-10-10 fertilizer at rate specified and incorporate into the top &' of soil. 3. Loosen surface prior to applying seed. 4. Broadcast seed at recommended rates. 5. Rake seed into the soil and lightly pack to establish good cxontact. 6. Mulch with 4000 lbiacre grain straw or equivalent and anchor by weighted farm disc set nearly straight or other mulch anchoring tool. 7. Mow as needed and refertilize in late winter or early spring by topdressing with 10- 10-10 fertilizer. 8. Graded surfaces shall not be exposed without grass coverage for more than 15 days. If grades are not complete and exposure is more than 15 days, temporary seed as specified. MAINTENANCE PLAN 1. All erosion and sediment control practices will be checked for stability and operation following every runoff -producing rainfall but in no case less than once every week. Any needed repairs will be made immediately to maintain all practices as designed. 2. All construction entrances will be periodically topdressed with an additional 2 inches of #4 stone to maintian proper depth. Any sediment that is tracked into the street will be immediately removed. 3. Sediment will be removed from the sediment trap and block and gravel inlet protection device when storage capadty has been approximately 50 % filled. Gravel will be cleaned or replace when the sediment pool no longer drains properly. 4. Sediment will be removed from behind the sediment fend when it becomes 0.5 feet deep at the fence. The sediment fence will be repaired as necessary to maintain a barrier. 5. The sediment basin will be cleaned out when the level of sediment reaches 2.0 feet below the top of the riser. Gravel will be cleaned or replaced when the sediment pool no longer drains properly. 6. All seeded areas will be fertilized, reseeded as necessary, and mulched according to specifications in the vegetative plan to maintain a vigorous, dense vegetativie cover. STABILIZATION NOTES 1. All skopes will be stabilized within 15 days of cease of any phase of grading. 2. All other areas will be stabilized within 15 days of cease of any phase of grading. FOREBAY 10' WETLAND DISTANCE SHOWN ON PLANS 3' - VEGETATIVE SHELF ** Note Plantings PERMENANT POOL DISTANCE SHOWN ON PLANS STAINLESS STEEL TRASH RACK RISER PRINCIPAL SPILLWAY - -j 10' WETLAND VEGETATIVE SHELF FI n Tnp OF RANK ** Note Plantings EL. EMERGENCY SPILLWAY r; EL. Q TEMPORARY POOL EL. @ TEMPORARY POOL \\ \000e-.' EL. (D) PERMANENT POOL EL. D PERMANENT POOL EX. GROUND Z E 2 EL. O SEDIMENT -._. I APPRpX. 6. E SEDIMENT L APPROX. 6° I - SURFACE .REMOVAL ELEVATIO 1 REMOVAL ELEVATION WETLAND SHELF r3 % ALL AREAS ABOVE PERMANENT EL. F O EL. F BOTTOM of POND POOL EL. TO BE SEEDED AS SHOWN ON SEEDING SCHEDULE RiP-RAP 5' WIDE ** WETLAND SHELF PLANTINGS - EQUAL AMOUNTS OF PICKERELWEED, SOFT -STEM AROUND ENTIRE BULRUSH, ARROWHEAD/DUCK POTATO. PLANTED AT 2 FOOT ON CENTER AROUND ENTIRE OUTLET STRUCTURE. SHELF DETENTION BASIN ELEVATION SCHEDULE WDB # EL. A EL. B EL. C EL. D EL. E EL. F EL. G EL. H SF @ PERM POOL VOLUME @ PERM POOL ORIFICE DIA. PRINCIPAL BARRELL DIA. 1 17.0 16.0 15.5 14.0 9.5 8.0 11.0 10.0 18,466 SF 73,398 CIF 2" 36" HDPE STAINLESS STEEL TRASH RACK -� 6' x 6' CONC. BOX RISER EL. (C) 4" EL. d 2:1 SLOPE FINE GRAVEL FACE (1' MIN. THICKNESS) EMERGENCY SPILLWAY 10' WIDE WIER FLARED END SECTION OUTLET AT BOTTOM OF EXISTING CHANNEL h 1 -INV. - Q ANTI-FLOATiON ZPRINCIPAL BARREL BLOCK SPILLWAY 32" X 32" RIP RAP CLASS B WITH ANTI -SEEP GEOTEXTILE FABRIC COLLAR EXTEND UP SIDES TO TOP OF BANK. SEE OUTLET PROTECTION SIZING FOR DIMENSIONS. WET DETENTION BASIN SECTION MIN. 121/2GA. WIRES NOT TO SCALE 6' MAX STEEL OR WOOD POST WIRE FABRIC FILTER FABRIC r m �Q j Oil /li LENGTH VARIES 5' 12' 3' _ i' Q0 LU -y 11 Q UJ f P / ` _ -► V 4157 DEPTH-4' N COMPACTED BACKFILL STONE EXISTING GROUND LINE EXCAVATED � � �' _ .3,• � ,ti\/�� , .�� ,. ;/� � i '� ..� v r, BASiN 2.1 EL.Q ELa *NOTE: ROCK DAM BASIN `J `\ CONTROL SHALL BE CLEARED OF ANCHOR SKIRT MINIMUM PIPE WITH PR I NC I PAL BARREL SEDIMENTS WHEN IT `'Y r' _- STEEL STEEL OF 6" 45° BEND SCREENED SPILLWAY BECOMES HALF FULL. POST WOOD POST INLET ELF WOOD POST PLAN VIEW POST 7' x 7' x 6" CONC. BASE FILTER ALTERNATE: IN LiEU OF BURYING SKIRT, 6" \ FABRIC 1.0' ' #57 STONE G E N E RAC N OTES e #3 WASHED STONE MAY BE USED y 15-6, _. RIP RAP i� eta - MIN. 9" ROCK FENCE FABRIC SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL TO ANCHOR SKIRT r _ _ HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING_ `j ('�, % ,� OF FILTER FABRIC SHALL BE MIRAFI 100 OR EQUIVALENT AND A �` RIP RAP - = _Pipe or Ditch 1.01 TEMPORARY SEDIMENT TRAP CROSS SECTION SHALL BE A MINIMUM OF 36 IN WIDTH. ,,v f #57 STONE BURLAP CAN NOT BE USED WHERE SILT FENCE IS TO REMAIN FOR Outlet h f NOT TO SCALE A PERIOD OF MORE THAN 30 DAYS. NOTES: STEEL POSTS SHALL BE S-O" IN HEIGHT AND BE OF THE '� L= 1. ORIFICE CONTROL PIPE TO BE FABRICATED OUT OF GALVANIZED SELF -FASTENER ANGLE STEEL TYPE. ' `�.i STEEL PIPE. CONTRACTOR TO PROVIDE SHOP DRAWING BEFORE WiDTH WOOD POSTS SHALL BE 6 TO 7 FEET IN HEIGHT AND 3 TO 4 INCHES Square Scour B %, 15' � 1r STRUCTURE IS FABRICATED, IN DIAMETER. WIRE FABRIC SHALL BE FASTENED TO Hole (PSH) 2. CONTRACTOR SHALL SUBMIT TRASH RACK SPECIFICATIONS FOR WOODEN POST WITH NOT LESS THAN #9 WIRE STAPLES 1 1 /2" LONG. APPROVAL PRIOR TO CONSTRUCTION. SILT FENCES SHALL BE INSTALLED AROUND ALL CATCH BASINS. 3, CONTRACTOR TO INSTALL RIP RAP 5' WIDE AROUND ENTIRE Rip Rap In SILT .FENCES SHALL BE PROVIDED AS NECESSARY TO PREVENT OUTLET STRUCTURE. EXCESSIVE EROSION. Basin not shown 4. TRASH RACK MAXIMUM OPENING SIZE IS 4'. for clarity) k . ` 5> OVERFLOWSTRUCTURE DE TH N. T. S. _Pip e or Ditch P TEMPORARY SILT FENCE r, Outlet SECTION A -A T �. 18" FES 24" FES 36" B 4.5' 6.0' 8.0 D 2' 2.0' 2.0 W 6' 6.0' 6.0 d 1' 1.0' 1.0 install level and flush with natural ground A 6' min. typ.) �`•/./�'�'%�� ti ;,`; ��`., �f t NOT fl CALF General Dotes: Precast Catch Basins EXCAVATE BELOW DITCH PROFILE TO FORM SEDIMENT BASIN Mope o PSRM 1. Precast concrete structures shah be in accordance FILTER � FABRIC TAPER BACK TO STANDARD with NCDOT section 1077 for "precast concrete units" SWALE PROFILE IN 8OLF of the most recent "Standards Specifications for Roads and TEMPORARY SEDIMENT TRAP P P Structures" And ASTM-C-913 for "Reinforced Concrete Water Liner: Class t Rip Ra 18 Thick with Filter Fabric and Wastewater Structures"- NOT TO SCALE 2:1 Slope 2. Concrete compressive strength shall be 4000 PSI Minimum and Drainage Gutter 2:1 Slope shall meet the requirements as specified In NCDOT section Shown - Max Slope Vertical Curb I=�LOJ SPREADER IPE 1077. 1" Per Foot 2'-(j" NCDOT Std. 3. Reinforcingsteel shall be of deformed steel bars conforming to Gutter Slope To V_6" 9 Match Pavement N. T. S. :ONCRETE BASE the requirements of ASTM-A-615, grade 60, or welded wire Slope As Indicated fabric conforming to the requirement of ASTM-A-82 or both. FRAME, GRATE & HOOD 6" BACK OF CURB NEENAH R-3290 OR EQUAL c� I 1711rv� X PLAN D AXB H {tea T-T x ear 2+-4t 15, 2'-27 x 3' Z-81 1W 27-T x 3' 2'-81 247 3' x & 4'-0' W 4' x 4' 4'-4' 36' 4' x 4' 51-T 42' S' x 5 5'-4° 48' S' x 5 6-0' FRAME & GRATE 4. Reinforcing steel design shall be according to C-890-78 for sP a 13" Y N.C.D.O.T. STD. #840.16 H-20-44 Loading. „ kRD BRICK D.I. 6 NCDOT .T. STD, #840.15 ABC, ° 5. Steps required on structures over 42" deep shall be on steel �t reinforced copolymer polypropylene plastic. 6. Section joints shall be sealed with butyl rubber sealant or g" g NCDOT approved mortar at the option of the contractor. z 7. Pipe connections shall be sealed with approved mortar. NCDOT approved brick may be used in conjunction with mortar at the 00 contractors option. - - 8. Lift holes shall be located as required for handling and sealed - - after installation with NCDOT approved mortar. SECTION Y CAST -IN -.PLACE OR MASONRY CATCH BASIN NOT TO SCALE TEMPORARY SEEDING GRASS TYPE AMOUNT/1000 SF TIME OF SEEDING INITIAL FERTILIZATION/1000 SF MAINTENANCE RYE GRAIN 1-2 LBS NOV. THRU JAN. 25 LBS 10-10-10 N/A N/A N/A BROWN TOP MILLET 1-2 LBS JUNE THRU AUG. 25 LBS 10-10-10 N/A N/A N/A PERMANENT SEEDING GRASS TYPE AMOUNT/1000 SF TIME OF SEEDING INITIAL FERTILIZATION/1000 SF MAINTENANCE MARCH-APRIL EACH 4-8 WKS AUG- SEPT BERMUDA, COMMON 1-2 LBS APR. THRU JUNE 25 LBS 10-10-10 12 LBS 10-10-10 1-2 LBS N. 12 LBS 10-10-10 , FESCUE, TALL 5-7 LBS SEPT THRU OCT 25 LBS 10-10-10 FEB - MARCH MAY & DEC SEPT - OCT (KENTUCKY 31 FEB THRU OCT 12 LBS 10-10-10 1 /2 TO 1 LB. N. 12 LBS 10-10-10 SERICEA 1-2 LBS MARCH THRU APR- 25 LBS 10-10-10 FEB- MARCH 1/2 TO 1 LB. N. N/A LESPEDEZA (SLOPES) __-- - j- ------, 3,000 PSI 1 -6 6 Concrete 100% Compaction Modified Proctor Below curb and gutter Conc. Curb & Cutter Detail Not to Scale 50' MIN. w d o�w t-w�Q p W ,y am , 0 Cr N O TRANSITION CURBING NOT TO SCALE PLAN 35'± 15'± #4 STONE 00 o SECTION TEMPORARY CONSTUCTION ENTRANCE NO- �Qh fr , f Z N l , l REV NO. DESCRIPTION DATE REVISIONS SECTION X 6" PRE -CAST CONCRETE CATCH BASIN 4000 PSI REINFORCED PIPE MAZZARONE CONSTRUCTION BELLAMY PLACE TOWNHOMES TOWN OF LELAND BRUNSWICK COUNTY NORTH CAROLINA )RIGHT ANGLE ENGINEERING, P.C. 212 PRINCESS STREET WILMINGTON, NC 28401 (910) 251-8544 FAX (910) 251-2208 Natural Ground DATE: 1/9/07 Scale: AS SHOWN Drawn: EV Checked: WSL Project No: PM0106 Sheet No: OLD SI TF� ties LELAN D, -N.0 VICINITY MAP (NOT TO SCALE) BRUNSWICK COUNTY, NORTH CAROLINA I, MARTIN R. STOUGHTON, PLS L-3727, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION FROM INFORMATION SHOWN IN DEED BOOKS AND (OR) MAPS REFERENCED ON THIS PLAT) THAT LINES NOT ACTUALLY SURVEYED APPEAR AS BROKEN LINES AND WERE PLOTTED FROM INFORMATION AS NOTED ON THE PLAT] THAT THE RATIO OF PRECISION AS CALCULATED BY LATITUDES AND DEPARTURES WAS GREATER THAN 140,0001 THAT THE AREA IS COMPUTED BY COORDINATE METHOD) THAT THIS PLAT WAS s PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMENDED. WITNESS MY ORIGINAL SIGNATU REGISTRATI ►►yy NUMB N SEAL THIS THE_7DAY OF— V C.a I, A.D. _ ----------------------- -- ----------- MARTIN R. STO—u — N L-3727 PROFESSIONAL LAND SURVE OR U.S. ARMY CORPS OF ENGINEERS CERTIFICATION TIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE ( OF JURISDICTION UNDER SECTION 404 OF THE CLEAN WATER ACT ) BE DETERMINED BY USING THE 1987 MANUAL. ALL AREAS WHICH E CONSIDERED WETLANDS UNDER THE 1987 MANUAL ARE INCLUDED ANDS ON THIS PLAT. UNLESS THERE IS A CHANGE IN THE LAW OR _ISHED REGULATIONS, THIS DETERMINATION OF THE LIMITS OF 404 JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO _IVE YEARS FROM THIS DATE. (NAME) (TITLE)---_—___—_ (DAT0 JAN 1 2, 2007 q REFERENCES, 1) DEED BK. 2028, PG. 446 2) MAP CAB. 26, PG. 316 NOTESt 1) ALL. DISTANCES SHOWN ARE GROUND HORIZONTAL UNLESS OTHERWISE NOTED. 2} ALL DISTANCES ARE IN FEET UNLESS OTHERWISE NOTED. 3) THIS PROPERTY IS IN FLOOD ZONE X AS SHOWN ON FEMA FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 3720219800 J, DATED JUNE 2, 2006, NO BASE FLOOD ELEV DETERMINED 4) CONTOUR INTERVAL = 1 FOOT 5) ALL ELEVATIONS ARE BASED ON MEAN SEA LEVEL (MSL) DATUM NGVD 1929. 6) NO BOUNDARY SURVEY PERFORMED BY THIS OFFICE AT THIS TIME. ALL BOUNDARY INFORMATION SHOWN WAS TAKEN FROM A SURVEY ENTITLED 'MAP OF VICTORIA HOLDEN LANCASTER ESTATE' PREPARED BY H. R. HEWETT DATED MAY 24, 1965. 1, INC. 1'=100' NORTH CAROLINA PROJECT # VBIOI-012110056 'ROJ. SVYR s MRS DRAWN BY t FIELD BK. COMP, FILE , VBIOI-012110056 SHEET # OF DWG. # s 012110056