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HomeMy WebLinkAboutSW8120913_APPROVED PLANS_20121030STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW DOC TYPE ❑ CURRENT PERMIT �D APPROVED PLANS l ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE YYYYMMDD 1. ti ti �,r_ - .. -' �.,.._ _ , - _. Y r. •n' �i'11:�..._'r-:s:L',��,...[.tLL. _i e:f'.!: �1;�,±::.'l'ti:.'a_ YS L.'C. f:r.+:': SUMMARY OF SITE: _._ - y PROPOSED BMP WETLANDS ' 3 GENERAL_ BUILDING INFO ATION BUILDING USE: COMMERCIAL - RETAIL ._-- 0EMpnRARY PROP, 8"X8"X4" THICK CONC. PA BUILDING SIZE: 8320 SF r --� W/ 6"DIA STEEL BOLLARDSLOT ` E � wZONING SIZE 1.178 AC. INFORMATION:ZONING TEACHE 50' } 3 B-2 HB (� ��yyy DENNISEN'V�S �, ---- I SETBACKS: MINIMUM BUILDING SETBACKS (UNLESS NOTED) EASEMENT PER 1 �1 TRACT 2 . " E 24 35 FRONT 50 FEET MAP OK 33, PAGE 146 1 BOOK 118o, PAGE 50 �- --� SIDE: 20 FEET DEEP - REAR: 20 FEET_ 20, UTILITIES: �r • • • J � WATER LINT_ -TOWN OF BURGAW •• •'• ••• • WASTEWATER - TOWN OF BURGAW , ' •' • `•' .:•:: • '• �'' �•• • '• -.. ' WASTEWATER SERVICE: 2" FORCE MAIN •• '• • '�''�• ••'•'''` <1 WATER SERVICE: 314" WAT1=R SERVICE , '� .:�• �.•.+ :. ..•• . :•.� ' MECHANICAL ELECTRIC SERVICE- r' ' y'• • • PADS ( cry NATURAL GAS - ,• 2 r` ALL NEW SERVICES SHALL MEET ALL �' . ;�'• �' o t` NC BUILDING CODE REQUIREMENTS I r . ., 1050 N I 1 2 OD iI i ,•,f .•• • •• • •• OF ALL EX 5 ' • • •' �''•'' PARKING REQUIREMENTS 21 I I ; •�• I T UNLESS � • � �, '� �- I � f PARKING SPACES TO BE TYPICAL (9 FEET X 20 FEE) U L Z •: •. ' 22 OTHERWISE NOTED I -•:••:I' I I 8320 SF BUILDING r - PARKING SPACES REQUIRED: 34 6N, cQ �', ��:,r� o kn �t PARKING BUILDING CODE REQUIREMENTS: (4 SPACE PER 1000 Si" RETAIL ) �r,•. Q - 2 FAMILY DOLLAR STORE I PARKING PROVIDED TOTAL - 34 r HANDICAPPED ACCESSIBLE - 2 m';j m �! HANDICAPPED ACCESSIBLE PARKING TO BE (2 EQUAL SPACES) r Q 1 ;�:; i' 104 80 m s0 PER LOCAL CODE w 4 i ^ O co 0 J 4 � 40.G I , I I I I - 1 cy PROP, 10' MONOLITHIC SIDEWAL ` 0 1 I I ID E Q I HANDICAP RAMP t1- OWNER. EASTERN PRIDE, INC. 2408—F NASH STREET o 1 FINAL PLANS 27 ' � rt r r � , WI LSON, NC 27896 ` :: 4uREVIEW ONLY FORCE MAIN NOT FOR CONSTRUCTION 1 2 3 ®o ® (D GENERAL CONTRACTOR -� STOCKS AND TAYLOR W/ PLUG VALVE �, 4F .� N STRU CTI ON INCND BAC N P W PERTY LINE I � CONSTRUCTION, WASHINGTON, NC N N fj, ! 3 6" DIA STEEL ' 1 SERVICE ASPHALT BOLLARDS TO BE ' t PLACED ALONG pia 1 % PARKING 4 CONDENSER PAD r1oSIDEWALK 6'-4" 0/C ' �" �,--- -- --- --� `50 MBL o i d 2" SURFACE COURSE PARKING C�J �- Sp i 9'X20' (TYP O SF9.5B gp �� FUTURE CROSS i 7 SD--�--�_ ACCESS EASEMENT 2 --{ g.0- ?s 8" ABC ONE /° '```-- SD _/ i 3 - ` MONUMENT s� -- SD i i)i SIGN I— � w r 3 PAMLICD ENGINEERING SERVICES, PLLC so (^ �- ((.� ��Jfvj �(��J o LICENSE No. P-0530 UNDERGROUND Q 1® 0 ' ELECTRICAL SERVICE cv E ---- L. Pfa fl 11.l ' ESE �- COMPACTED SUBGRADE E E E E E E DSCAPE BUFFER F �`-- E — --__ E �� w4 ° 10 W NOTES: F F---- W 166.88' 1) THE PROPERTY SHOWN HEREON IS NOT LOCATED WITHIN PROPOSED 2, 7 F F —_ W w w-- A SPECIAL 100 YEAR FLOOD HAZARD AREA ACCORDING 3/4" WATER METER F F -�� F TO FLOOD INSURANCE RATE MAP NO. 3720322900J W/ BACKFLOW PREVENTER j � F F DATED FEBRUARY 16, 2007.' 2) ALL N.C. GRID DATA SHOWN HEREON IS BASED ON NAD 1983 t,r 103. F -_ 2007 ADJUSTMENT USING THE NCGS RTK NETWORK SYSTEM, STANDARD NCDOT 3) ALL DISTANCES SHOWN HEREON ARE N,C, GRID DISTANCES EX DRIVE DRIVEWAY ENTRANCE f � PROPOSED FH UNLESS OTHERWISE NOTED. f 4) COMBINED GRID FACTOR = ``' R�SO �'� WITH A8X6MgAPPING 5) ALL ELEVATIONS SHOWN HEREON ARE BASED ON MEAN SEA - - - - -� ho SLEEVE AND VALVE LEVEL NAVD 1988. � �`� AND BLOCKING 6) WATER AND FIBER OPTIC LINES SHOWN HEREON ARE UNDERGROUND AND THEIR LOCATION IS APPROXIMATE BASED OFF OF ABOVE GROUND ` - FEATURES SUCH AS VALVES, MARKERS, ETC, THE ACTUAL FIELD LOCATION OF THESE UNDERGROUND UTILITIES SHOULD BE VERIFIED _ PRIOR TO LAND DISTURBANCE, OTHER UNDERGROUND UTILITIES MAY EXIST THAT WE WERE NOT ABLE TO FIND ABOVE GROUND INDICATORS FOR�' -- -- �- --- -- __ 0- t� a Z c W 3 � a © © C? W r 'CJ as a Z a IL H J P Lu N BURGAW ALL EXISTING UTILITIES ARE SHOWN BASED ON FIELD EVIDENCE PRIOR TO ANY DIGGING NC ONE CALL SHALL BE CALLED AND CONFIRM LOCATION AND SIZE 1 TING UTILITIES i ��x SITE VICINITY SKETCH ( Nei TO Sam ) EX. DRIVE EX. DRIVE ' I j BOUNDARY SURVEY AND TOPOGRAPHIC SURVEY PREPARED BY: w 145 O ' w -,p cl r �, -- - Z_ INV IN= 42,5 % INV OUT =42.31 BATSON STREET JOHNNY J XILLIANS LAND .S'URVE'YI r, P. C � zo` 40' P.O. BOX 778, WA AVILLE , N.C. 28518 PHONE: 910-298- 32'72 FAX: 910-298-2310 EMAIL. • COM 1 SITE PLAN SCALE: I" =20' E E - -- -- E L� 4k EXISTING FH LOCATED APPX 250 LF FROM REAR OF NEW 3F BUILDING W --- W--�_ w LEGEND: 10/23/12 • SEAL 20212 z W-•--_ R/W = RIGHT-OF-WAY EIP = EXISTING IRON PIPE F� F �'-- F EIS = EXISTING IRON STAKE EPK EXISTING P.K, NAIL ERR = EXISTING RAILROAD SPIKE 4 / 1, ECM = EXISTING CONCRETE MONUMENT � EMN = EXISTING MAG NAIL ! i IPS - IRON PIPE SET PAMLICO ENGINEERING SERVICES 128 Abbey Lane Washington, NC 27889 252-945-2983 pespllc@embargmail.com V) x/ ISS = IRON STAKE SET g MNS = MAG NAIL SET SSS SURVEY SPIKE SET z _ CMS CONCRETE MONUMENT SET z O AG = TOP ABOVE GROUND SURFACE BG = TOP BELOW GROUND SURFACE CL CENTERLINE o R = PROPERTY LINE >a NCGS = NORTH CAROLINA GEODETIC C -E--E--E- = OVERHEAD UTILITY LINELu �` -- — -- --- —-SD--SD--SD- = STORM DRAIN LINE O -SS--SS--SS- = SANITARY SEWER LINE U) m r U --W--W--W- = WATER LINE (SEE NOTE 6) z u o -FO--FO--FO- = FIBER OPTIC LINE (SEE NOTE 6) o • = UTILITY POLE w ® = CABLE BOX S v 1 - e ■ •� = SECURITY LIGHT - CLEAN OUT = CURB INLET = ELECTRIC BOX = CONCRETE MONUMENT z 03 �, " o = FIRE HYDRANT = MONITORING WELL 11e No. 12M9 = MANHOLE = FIBER OPTIC PADDLE = SIGN Scale: 1rf - _ 201 Sheet No. o = TELEPHONE BOX - WATER VALVE _ INDIVIDUAL TRACT AT THE INTERSECTION OF U.S HIGHWAY =WELL NO. 117 AND N.C.S.R. 1611 (RIDGEWOOD AVENUE) TOWN OF BURGAW e - WATER METER BURGAW TOWNSHIP, PENDER COUNTY, N.C. C�002 j. '} �. ASS !- sitt Agee I artptl*n stabRi2ation fixe"MMIS ! rimer dl", swale s, dgrt and sled 7 days None <04 High Qua* water.11HOW) zorms 7 days None S ss teepar than 3<1 d.ay N s are 101 or s in terl h and are not stimper It ari 2:1, 14 days are aPowred Sees 3:1 or hafter 14 days 7 days for Wopes greater than in "th . All 4 t83 areas with slopes II eY than 41 14 days. NQn ..ea ceM for pert etm Bsis7l HOW ZOAe = EROSION CONTROL CONSTRUCTION SEQUENCE 1. OBTAIN AND POST COPY OF CERTIFICATE OF EROSION CONTROL PLAN APPROVAL. 2. CLEAR SITE ONLY AS NECESSARY TO INSTALL EROSION CONTROL DEVICES AS INDICATED ON THE DRAWINGS OR SPECIFIED IN THE SPECIFICATIONS. 1 ONCE EROSION CONTROL DEVICES ARE INSTALLED, BEGIN DEMOLITION OPERATIONS. 4. MAINTAIN EROSION CONTROL DEVICES AS NECESSARY DURING CONSTRUCTION. INSPECT DEVICE AFTER EVERY RAINFALL EVENT AND CLEAN OUT TRAPS AND /OR CHECK DAMS WHEN HALF FULL. 5. AS CONSTRUCTION PROGRESSES, INSTALL ADDITIONAL EROSION CONTROL DEVICES AS INDICATED ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, OR AS NEEDED OR DIRECTED BY ENGINEER. 6. SEED AND MULCH DISTURBED AREAS AS STATED BELOW BASED ON WORKING DAYS: A. UPON COMPLETION OF ANY PHASE OF CONSTRUCTION B. WHEN WORK WILL NOT PROCEED IN AN AREA WITHIN THE ABOVE TIME FRAME. 7, AFTER SITE IS STABILIZED, REQUEST AN INSPECTION BY THE ENGINEER. UPON APPROVAL OF SITE STABILIZATION, REMOVE TEMPORARY EROSION DEVICES, DRESS OUT AREA AND SEED AND MUCH. PERMANENT EROSION CONTROL DEVICES SHALL BE INSTALLED AND APPROVED BY ENGINEER. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 4 INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF APPLICABLE. RIP THE ENTIRE AREA TO 6 INCHES DEPTH. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL. CONTINUE TILLAGE UNTIL A WELL —PULVERIZED, FIRM. REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP. SEED ON FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. INSPECT ALL SEND AREAS AND MAKE NECESSARY REPAIRS OR RESEEDING WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER BOX DAMAGED, REESTABLISHED FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES. NOTE: CONTRACTOR SHALL PROVIDE A PERMANENT SEED COVER ON ALL AREAS DISTURBED DURING CONSTRUCTION OPERATIONS, INCLUDING ANY DISTURBANCE TO THOSE AREAS THAT WERE SEEDED DURING PREVIOUS WORK. YOU SHOULD READ AND BECOME FAMILIAR WITH THE PROVISIONS OF THIS PERMIT. BELOW IS A LIST OF THE MAJOR REQUIREMENTS, WITH INDICATIONS WHERE THOSE DIFFER FROM THE PREVIOUS CONSTRUCTION GENERAL PERMIT. YOU MUST IMPLEMENT THE EROSION AND SEDIMENTATION CONTROL PAN APPROVED FOR YOUR PROJECT BY THE DIVISION OF LAND RESOURCES OR BY AN APPROVED LOCAL PROGRAM. ADHERENCE TO THAT E&SC PLAN IS AND ENFORCEABLE COMPONENT OF THE STORM WATER PERMIT. YOUR E&SC PLAN WILL IDENTIFY AREAS WHERE THE MORE STRINGENT 7 AND 14 DAY GROUND STABILIZATION REQUIREMENTS APPLY. SEE "NEW GROUND STABILIZATION REQUIREMENTS" ON PAGE 2. • YOU MUST KEEP A RAIN GAUGE ON SITE. • DEDICATED DEMOLITION AND OTHER WASTE AREAS AND EARTHEN MATERIAL STOCKPILES MUST BE LOCATED AT LEAST 50' FROM STORM DRAINS OR STREAMS UNLESS NO ALTERNATIVE IS FEASIBLE (NEW REQUIREMENT). • YOU MUST INSPECT ALL E&SC MEASURES AT LEAST ONCE A WEEK AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN A HALF INCH (DURING A 24—HOUR PERIOD), YOU MUST TAKE IMMEDIATE CORRECTIVE ACTION FOR ANY DEVICE FAILURE. • YOU MUST INSPECT ALL OUTLETS WHERE STORM WATER RUNOFF LEAVES YOUR SITE AND EVALUATE THE EFFECT ON NEARBY STREAMS OR WETLANDS, OR CAUSES A VISIBLE INCREASE IN TURBIDITY (CLOUDINESS) OF ANY WATER BODY. • YOU MUST KEEP RECORDS OF THESE INSPECTIONS AND ANY CORRECTIVE ACTIONS TAKEN. YOU MUST PROVIDE THE OPERATION AND MAINTENANCE NECESSARY TO MAINTAIN OPTIMAL PERFORMANCE OF STORM WATER CONTROLS. THIS MEANS TAKE CORRECTIVE ACTION IF EROSION AND SEDIMENT CONTROL FACILITIES ARE NOT OPERATING PROPERLY. OPERATION AND MAINTENANCE INCLUDES, BUT IS NOT LIMITED TO: • REGULARLY CLEANING OUT SEDIMENTATION BASINS. • STABILIZING ERODED BANKS OR SPILLWAY STRUCTURES. • REPAIRING/CLEARING OUT INLETS AND OUTLETS. • REPAIRING PIPING, SEEPAGE AND MECHANICAL DAMAGE. • REPAIRING SILT FENCE DAMAGE. FtEPREGGULLAAR�INNSSPECTIONS ARE A CHANCE TO CHECK IMPACTS TO NEARBY WATERS. IF ANY OBSERVE SEDIMENT THAT HAS DEPOSITED IN A STREAM OR WETLAND, YOU MUST NOTIFY THE DIVISION OF WATER QUALITY REGIONAL OFFICE WITHIN 24 HOURS AND PROVIDE WRITTEN NOTICE WITHIN 5 DAYS (SEE #3 ON PAGE 6 OF THE GENERAL PERMIT). PLEASE SEND A COPY OF THIS CORRESPONDENCE TO THE DIVISION OF LAND RESOURCES (DLR). NON C MaJANCE & FINES TAKE COMPLIANCE SERIOUSLY! PROJECTS THAT VIOLATE STORM WATER PERMIT CONDITIONS AND/OR HAVE UNAUTHORIZED WATER QUALITY IMPACTS ARE SUBJECT TO FINES. CIVIL PENALTIES OF UP TO $25,000,00 PER DAY CH VIO ON BE SED THERE ARE NO WETLANDS ON THIS SITE. 2 K5 STRUCTURE SEE DETAIL RIM = 44 ORIFICE INV = 43.0 ZA ADDITIONAL DEEP POOL 530 SF 5" RCP OUTLET PIPE W/ FE OUTLET PROTECTION WITH CLASS B RIP RAP WITH FILTER FABRIC =8' INV IN = 42.64 =5' INV OUT =42.54 18" 10 =3.0 CFS 10=2.45 FPS A = 0.35 AC 2 EL 40 3 LIMITS FOLLOWS THE PROPERTY LINE TEMP, SEDIMENT BASIN WETLAND BMP DEPTH = E1126 CF SEE DETAIL FOR DISTURBANCE FORBAY DEEP POOL 250 SP LIMITS EL 71 FOLLOWS THE 1 1 1 I 0 10 A 2.50 CFS DESIGND A= 0\58 A C ~" — 3 PROPERTY LiN b I I/� V j C TEACHEY`—265.. \ DENNIS —-- YRA 109 4' "= �__ ir r I 1 I �! , EED BOOK 1 180, PAGE' _ — ~- — f _ — 6" ROOF DRAIN PIPES lr INV IN = 45.5 = . rrILA •'r; . — '" !NV OUT = 42,5 RASS ) • :�'• •'�€•.•'°� •• �-- •••'�'' '� � � � � j AREA t f�� . ••• • i . • If:i•; ;.:• F d3 1 'w � 'lEL F F, �- F ;• ;,• E i �� n M■M n■■q■InO■��■■■q■■■■I � ' • � , F nq�■■ ME■■i■■■■M■■■MM n■■ngl � , q nn■■■n■gE ■■■w! En ■■■■■■M■ VIM■■■ ■Mn■1■■ ■�q■■M■ 11 ■■■■■■EMO■ ■q ■■o ■ I EMN ■■■■i■ ■■■■■■■n■ ' Si■■■■■ ■ M■■■■■■■ M■■v M ■MEMO -77 8320 SF BUILDING FAMILY DOLLAR STORE co � 1�3` ■�, r lEE■■NMM ■■■■■■■■nM■M !!M■■nIl! ' • Mti N■■q\■■■■ ■ ■■n■■EEC■■n MEN ■■■nl �i ■■■■■■E■gMOIn nEOu■n■MIII • II M ,r■ ■■■■MM■■■■M MMM■1 . • I� . •■■n ■ ■► ■ n■■■n M■Mn ■r s. m MEN ■M■■n■■■■■�qn■■■ nE� •EPII ■■■■■ \WOM no■n■nn vq■■nnE • ��•••�i��N111�/uH ■nH ngglq� � r \ mE. VA ITT, PROPOSED TEMP CHECK DC�7 m ETAIL i �I TO DIVERT Si WATER INTO BMP I 47-500 INV 44.89 1 ! j; x 4s.20o I i EP ASPHALT PARKING 4.9&_ 11.5% I } r WET LAND SCHEDULE AREA NUMBER 1 DISTURBED AREA 1,17 AC Z�L PERCENT 56.5% IMPERVIOUS TOTAL DRAINAGE 1417 AREA EMERGENCY 44,5 SPILLWAY ELE VOLUME 1 YR 24 2850CF HR EVENT WATER QUALITY 3561 CF VOLUME Q TOTAL SURFACE 4514 SF AREA SF ZA �& SITE DRAINAGE DATA IMPERVIOUS AREA TOTAL 28,818 SF TOTAL DRAINAGE AREA 50,965.2 SF EXISTING IMPERVIOUS AREA 11.617 SF IMPERVIOUS AREA TREATED 28,818 SF SEE DEMO SHEET FOR EXISTING IMPERVIOUS AREAS FINAL PLANS FOR REVIEW ONLY NOT FOR CONSTRUCTION 1 1 Q DISTURBANCE t 47.300 LIMITS I I ,' j, FOLLOWS THE 1 I I 47.300 EP_ l 1 ` I P_� PROPERTY LINE SD --45.86 5b �_� SD SD 45.200 FEP EP / 45.880 14 .900 L 6.2 EP Jil, E EP EP 1 1 , N 43° 66.88' PROPO ED ARC FILTER SEE DETAIL � I 5.95 .950 SITE BENCHMARK � \ --- P yr w P --j f TOP OF FLANGE BOLT -�!J,'r — BETWEEN THE "E' AND "L„ IN 46` 4 VICIELLER LS \ ELEVATION = 44 .75' 46.280 — - EP N .a. 4 0 — 46. 30 a� CONSIRIJ ENTRANCE ~"-4 p 00 ANBFI4Y _ moo. 117 >60 ARC FILTER REGRADE EXISTING AREA TO DRAIN IN TO EXISTING DITCH -0 ------ c1__ SILT FENCE k OUTLET PROTECTION I ' CONSTRUCTION ENTRANCE i 1 i �E i SCALE: 1" =20' EXISTING IMPERVIOUS AREA TO BE REMOVED Z Z � W a a J W O a o� Z 10/23/12 - SEAL - 20212 z� "4, RPiH�LE � ,�,.�`. PAMLICO ENGINEERING SERVICES, PLLC LICENSE NO. P-0530 1-�Itl secQ 11 aIll d}: _.E PAMLICO ENGINEERING SERVICES 128 Abbey Lane Washington, NC 27889 252-945-2983 pespllc@embarqmail.com w 0 z z fl � a z z o z Lj o � � o Q z p •� W o ...r r a 0 v Ix o , � z Z o a U Z � � � M N _ O Q � He No. 120110 Scale: lit = 20' No. C-003 ' _. �.] i 7--- __ - --, .- '.—:•-,,.-.: ...n ..�:—.�—�-..-_-__--(.-.-..-.—r Tr.ma i. r: r. r- 1-r. -i.rr. rT. �.� - _ y,ft i _1j't lT1 C TQ .�F• +1. e,l,. �..' -r f... . s . f'. r r '1 - r r . t q :r'C 'l , 1', • r. T� .p l•i w,- + ,'r� 't- ti+ ,•- r t �f� �rR ;i �,� E �+r'�^IJ;.r .f. i, �+ �i j /3 i WETLAND LANDSCAPE LEGEND KEY R QTY I I SCIENTIFIC NAME ILEX ALABRA COMMON NAME INK BERRY PLANTING GAL SIZE CATEGORY SHALLOW TYPE SHRUB I LAND -�� 5S CLETHRA ALWFGLlA SU1VMLE- RSWEE J GAL SHALE OVA' SHRUB LAND � MOiRELLA CERIFERA WAX MYRTLE ? GAL SIfALEO''�'r' S�HRUL I t LAND � _ SR ROSA PA.LUSTRIS SWAMP ROSE 1 GAL SHALL0VV SHRUB j _ LAND P VBURNUh411 NUDUM ROSSuMHAvv GAL 5HALi_OV,' SHRUB - :_AND SFR ! ! _ ilJf ICUs EFEUSUS� S0 T RUST 4 'N 3 SHALLCVV HEP.B.' CEAUS 8CI I { LAND II PLAN S R - C 'CHASV;ANTHIUM LATIE PI` FF, CATS 4 1 J3 SHALLO''N HERSACEA'IJS _ s LAND PLAINTS SM ASCLEPI.AS INCARNATA S`fdAMP Pv`11L KNEE 4 IN SHALLOW ~=EvBACE,4US� 80 ___ LAND I PLANTS i 4 IN 5 SHALLC'V'y� HERBA EAUS JPW I EUPATGR'F,DELMHUS MACULt7TJS JCE 'YE 'J�EED 30 LAND - _ PLANTS 0 OBELIIA CARDIN.�,LIS CARDINAL FLOWER 4 IN -t-fPAEL0V- V ��IE?BACE IS I _ LAND _ PLANTS SF Al --OR Af,1ERECAfJ'JS G°BEET L,AG 4 IN3 �IALLO'`J' HERBACEAU I 1U0 WATER PILANITS I GP SACITTARIA Dh CK POTATO - 4 IN 3 SHAD LOW l HERBAGE A.u`S 1 J0 �ATIEOLiA. € r4rA7�_-R I PLANTS I P`VV I _ 'P ONTEDERIA CORDATA PICKEREI! ` 17ED 4 IN 3 -SHALLOW HE ?BACEAi�S L C jNATER I ! PLANTS SB ' SCI'OENOPLECTUS TABERNAEI\f1G,I-AN! I SCFTSTFLM BULRUSH 4 1N SHALLOV%,' HERBA(_'L 1�n VVATE.R I PLANT_ LTI SAURU'RJS CERNiJUS 1_17ARD TAIL 4 IN3 SHALLs'4^vr ! HERBACEAUS Do tiryATER PLANTS PRE# TO [ BEL( All plants within _nC sha..ow rc{er _ones „n,ay.p vat.. zones sfoI be instaled between April 1 � and A�gust 31 installation of shallow water and deep 'water plcnts outside or this period er'alls a s'gn ticant risk of 'enure ❑nd may only be pertorr-ned upon m jtuaf cgreement bet'freen the !nstallct'on contrcc*or and he designer, owner or owner's representative. All herbaceous plants, unless otherwise Indicate- shall be grown in conta'Ir,ers of 4.5 cubic inches ar greater capa ( large plugs'). Shrubs, if specified, shall be grown in container, of 170 cubic inches greatr or e apa ;ity (`gal rlons ). All plcnts (other than turf grasses installed on the side S€opes) must be native to the swore physiograahic region as the *etland_ The genetic origin: ("provenance"f of the plants shall be as close as feasible to the wetland site_ Specific permission should be obtained from tF,e designer, owner, or owner's representative before installing plants with a genetic provenonce of more that~ 20 , miles from the wetiar~c site. ``xcept for provenance, genetic d versit'y is en�-ourcged end aI_,tiVCrS should not be utilized. The installer must take great care to ensure t-at plants a hJaitinq installation are k.eht moist and shaQed at Qll times. Under no circumstances shall plant roots be allowed to dry out during transport, storage or installation. Each planti+..cu area "',shollow inr'Id and shallow water) shall be clearly ider'Itified and marked prior to installing plants. Vertical distance from normal pool ;permanent pool3 shall be the primary mecrs of ?ocating the planting areas. I All pants ',w, h!n the wretlar:d proper �s cikjw Water arld shallow land zones, shah b e installed cs arge � r:Its of a single plant species, unless otherwise specieled. Planting holes or slits of herbaceous species Insta�led in s ioilovr land zones shall be deep enough tc alloy the crovin of the pltirt to be at grace level, while roots extend vertically into the substrate without kinking. SOIl should not be loosened ,nnore- then neCessar , Planting CIeS Or SItS Ot nerlJaC a:S speales 1rlStai e In Shcl':O N water r t Pc P^ P ''1 Y �n r p .I I nt .o be at zones shall be deep ,.Hough �o �.Ilo.v the cro r� � �,... p a a 1 P t� t r r II r I h„ r extend e _ ca r level r� 2 �e,�v: arc... Live 4v e roots e grade e .. �, up .o , y r into the substrate without kinking. Soil should not be loose -led more than necessary. SHRUE PLANTING 1880 SF ' 500 - 4 IN 3 CONTAINERS SF - 100 DP -100 e PW -100 SB - 100 LT - 100 OUTLET STRUCTURE TSHRUBS 50'24,33 30.0 t - RB -(1) : ; •L' 1 DY - (3) SHALLOW LAND AREA 1566 SF .;•: 13.f ', r} iH - (3) 400 - 4 IN 3 CONTAINERS SFR - 80 JPW CF-80 0 •: SM - 80 0 When Ifeta .g c "+ a'Irerkzedtrees ared shrubs E^ loose soIIC DI ntE rg 1 holes should equal the width of the container. When instclling ASPHAL- , t � n n ,r. I, h _ m e s r �on_c.Inerizev t.` � and 5h JO5 t � t Or i0 LL�eG SO'.'S an area r 1, , PARKING t. of sal, t'�rin,. tnF ,h;Id�n of the ;:cntainer should bye loosened oefore the �, � ��j 0 planting ho � is c _g In the Center of the loosened area. In no Case }y / o O E should the :Ades of the planting note he rc,,jnc!, slick and compacte // 0 n:ting holes for shrubs sha �/ +i g Pla!I be 2 0 2. the height of he root FOREBAY ,t ball. P;oot flore shall be set slightly above grade level, After 288 SF placement r the Hole, loose soil shall be added to form o mound twice the dia,met_r higher than the top the tall,L 1 RB (1 and slightly of root - DY (j) completely co%er a it. Once plcnts are set in place, soil must be pressed genti,, b - firmly against the ent', e root mass, working in c IH deep to C -ection. sc that water can move via copil ary cction � BUFFER from the so',I to --rye plant roots. � PLANTED IN Approximctely grams of a balcnced slow release fertilizer shell be instaIlen rex; c egad herbocenus ane.e plug *;thin the wetland, Aparoximctely �} gr.-ms of a balcnced slow release fertilizer shall be installed next to eachwccdy achon shrub.. the wetland. Fertilizer r-noy ne omitted 6 inches O` fertile topsoil has been app':ied throughout tI-.e 'rAretiand. DY - (3) t is the resor_';-,i!ity of THE GENERAL CONTRACTOR to ensure that the IH _ (3) soil in each pin, , ,qg area is most or we: when plants are instoiied and for 42 doys after installatior,, It is the responsibility of CrAD'.NG }} CONTRACTOR to ensure that the wetland draw dovxr orifice does not clog, cauSl ,AJc er '.evels tp remain high ord killlnq t ant-,. so � SD At least � _ : 6e� shop be utilized, with no more than 3u% of any single species oecies not on this list may be u`ized if they are 1 native to th st and physioaraphic region in which the wetland is located ant 2) ',% - adapted to the hydrology of sh.c.lew water vetlond. zones, E E E E Shchow VIc,er 7c -s shop be planted w, th 50C) (norn-IGlly 4; cUr _ ; cs desired) square feet. E �� I Any of the - _ ,;. g species racy be installed in the Shallow Lend ram" 7 i r � o -3 I r�� p - t..� 'I h r � , � I I h III rr 2-ones � I � r� � A� east 5 s „_ ..s s a b., u _ Feu w t o J p more than_ : = any singe species. Species not or, this list may be utilized I th_-: :are 1 , na?Ive to thle state and pnyslonraphic region in which the v� ,-:nd is located and 2) weil adapted to the hydrolor;y of shallow Ic -d etland zones. Shallow L�in•d Zc -s shall be planed with (64) shrubs (1 per normc!a y 16 SE )ad'_, cr desired square feet. GENERAL NOTES 1, ANY EXISTING ROOTS EXPOSED BY CONSTRUCTION ACTIVITY SHALL BE SEVERED CLEANLY WITH A PRUNING TOOL. REMOVE ALL BURLAP FROM ROOTBALL IF 2, DO NOT DISPOSE OF ANY �_ HEMICALS, PETROLEUM PRODUCTS, SYNTHETIC. ROLL OR REMOVE SOIL ANY OUTSIDE THE LIMIT OF WORK. DOWN OR CUT AWAY IF NATURAL FABRIC 3, LANDSCAPE CONTRACTOR SMALL BE RESPONSIBLE FOR DETERMINING 0, 5 WASHED THE LOCATION OF ALL UNDERGROUND UTILITIES AND SHALL BE TONE RESPONSIBLE FOR REPAIRI�C DAMAGE TO ANY UTILITIES AS A RESULT OF INSTALLING ANY LANDSCAPE MATERIALS, 4. WETLAND PLANTS SHALL BE PROVIDED BY AN APPROVED NURSERY COASTAL PLAIN CONSERVAT ON NURSERY, INC. HAS PROVIDED NUMEROUS PLANTS FOR FAST PROJECT, LANDSCAPE NOTES 1, LOCATE ALL EXISTING UTILITIES PRIOR TO INSTALLATION OF PLANT MATERIAL. NOTIFY ENGINEER OF ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND THOSE SHOWN IN PLAN, 2. ALL PLANT MATERIAL SHALL CONFORM WITH THE STANDARDS SET FORTH BY THE AMERICAN ASSOCIATION OF NURSERYi AND THE WRITTEN SPECIFICATIONS, 3, PLANTING BEDS TO BE MULCHED WITH A MINIMUM OF 3" LONGLEAF PINESTRAW. ALL PLANT GROUPINGS SHALL BE MULCHED AS ON BED, 4, ESTABLISH POSITIVE DRAINAGE IN ALL PLANTING BEDS AND AWAY FROM BUILDINGS. 5, APPLY PRE-EMERGANT HERBICIDE TO ALL NEW PLANTING BEDS AT MANUFACTURERS RECOMMENDED RATE PRIOR TC INSTALLATION OF MULCH. 6. DO NOT INSTALL PLANT MATERIAL IN IMPERVIOUS SOILS(i,e. HOLES WHICH, WHEN FILLED WITH WATER, DO NOT CQVi"LI=TELY DRAIN WITHIN TWO HOURS.) CENTIPEDE GRASS ii � t }l I O -"*y t r0 p 0 Er—E E ' 10 W F '`1- F F--:F� w FOREBA 250 SF 265.50' r 4- i , -- - 7 I � I i J ! GRASS f �x `` r 6" ROOF I DRAIN . o LA. RB -(9) I 00 DY - (22) "s lH (23) � I I � 1 I O� )' p 1 e?l LL 1L a Z �Q v c 3 G x p. U W pa� a 8320 SF BUILDING FAMILY DOLLAR STORE] N IJ Q ' 0 5 WASHED S ED W f rL Sp FLOW TONE rr 0 4" EARTHEN I o4 So � SAUCER TO AIRET- D { V ' IN WATER i ^ ri O ENTION W J I FEN GRABS :%/ O I n / J CIO I IWWW Z Q C vc r ' �, O Q O PREPARED PLANTING SOIL O __j ! TO DEPTH OF 8" TO 10- "� h ox Ci x f i BELOW ROOTBALL UM PUWT PIS 2 T1MES r N, r v 1 , DIIAmEIFR OF ROOTBAi 0 p Ip REMOVE ALL BURLA O i 1 ] p \\ - FROM ROOTBALL IF UNDISTURBED 5UB RADE 0 p I $ f SYNTHETIC, ROLL TO HOLD ROOTBALL f 'r DOWN OR GUT AWAY ���� DETAIL r 1+. r` IF NATURAL FABRIC TREE NOT TO Si os � � 3 r S � , � x f ! p0 FINAL PLANS 1 r `'� S� ;� r 3 FOR REVIEVIIONLY 0 r� ' � � � NOT FOR CONSTRUCTION DY -{ (3) MONUMENT SIGN x O, ° ; ��o p o d i o 0 j 1 o p o � i � o a 0 ! 0 N d E --' E^ Ex E poE E x r 1 cb 0C IONr C 12' LANDSCAPE BUFFER o0 0 4 3 :5" LINES LOUD w --___ % 8 ti. FH- F F (15) 1---�. w N1 v � � n 0 U. A5; NU, 117 i I I I =04 11�9 >50 ' R/IY' LANDSCAPE LEGEND i f QTY US 'QTY RGD x KEY 117 WD SCIENTIFIC NAME i COMMON NAME PLANTING SIZE ! CATEGORY TYPE RB 6 ti Be}uia ni ra-- giver BIRCH' ''2' cal. TREESr'`ARSE DE;;IDUO'US _ 9 I )l_ I 0 Der 15 23 Ilex vorEitor!a 'Nana' )iarf Ycljporl Holly teal. SHRUBs(SMALL) EVERGREEN I N �IIndian H'avrt orrl 18";'7 gal. !SHRUB(SMALL)? EVERGF: EEN LANDSCAPE PLAN NOTES: STREET YARD LANDSCAPE REQUIREMENTS MIN LANDSCAPE STRIP W 12' WIDTH LARGE TREES 1 TREE -W HEIGHT - PER 30 FT FRONTAGE SHRUB$ 5 - PER 30 FT FRONTAGE FLOWERING TREES - 3 Ti 5' HEIGHTS- PER 1i FRONTAGI PARKING LANDSCAPE REQUIREMENTS 16,080 SF PARKING 8% = 1286 SF FRONT YARD LANDSCAPE STRIP - 2003 SF PARKING LANDSCAPE AREAS - 1397 SF Ove"LL 3,3 AMPS'TOTAL S . FTA 74.75 : WEIGHT= 4500 L W 06 a U Z Q .J gz SEAL l ' 20212 ' z= % HLE�� ���� 10/23/12 'AMLICO ENGINEERING SERVICES, PLLC LICENSE NO. P-0530 e c - R � v f { V,: PAMLICO ENGINEERING SERVICES 128 Abbey Lane Washington, NC 27889 252-945-2983 pespllc@embargmail.com ca 0 Z r z 0 0 z Z A 4 Vl • O o Z O 2 N -_ ... 12019 Scala: 1 II = 20' heat No. C-004 .�_+;1_12. �i A.A.Ce .,.h 1:a�.,:a. . .'.. `.•.•r ... , .. ., ., v.. ,.' r'1... 1.1 fA a.a L. i1A,p3 .41�1, �.11./h:4=S►i 1L.hd.�. .. :p: H: rY. 1'�f 1 CREATED WETLAND NTs 6 4" TOP OF MAER EL. 44.00 15" PIPE 2.64 a2.54 O.C. rlrt wtIh L,W. 1." DRILLED OPENING /\ OVER FLOW STRUCTURE INV 43.00 \ ��., Scale: Not To Scale: OVERFLOW STRUCTURE TO BE CONSTRUCTED AT TIME OF BUILDING THE WETLAND AND USED AS A TEMP SED BASIN. PRIOR TO INSTALLATION OF THE DRAW DOWN ORIFICE ALL SEDIMENT SHALL BE CLEANED OUT AND DISPOSED OF OFF SITE IN AN APPROVED PlT. { o o • o o ® • o • Jw,, • • • � o o � ® • • B ® • • • • • • • • • 0 • • ! • • 0 • A 0 • • • • • • • • • O ® ® • A • 0 0 0 0 0 NOTES: ALL PLANTS SHALL BE INSTALLED AS LARGE DRIFTS OF A SINGLE PLANT SPECIES, UNLESS OTHERWISE NOTED, THE QUANTITIES PROVIDED IN THE PLANT LIST FOUND ON SHEET C-004 ASSUME THE PLANTS WILL BE PROVIDED IN BAGS OF 50 PLANTS EACH, SEE SCHEMATIC DIAGRAM ABOVE, PLANTS LISTED IN THE PLANT LISTING ARE JUST A FEW SPECIES WHICH MAY BE USED. THE CONTRACTOR MAY CHOOSE TO LOOK IN THE NCDENR BMP MANUAL CHAPTER 6 FOR OTHER VARIETIES OF PLANTS WHICH MAY BE SUBSTITUTED FOR THOSE LISTED, IF REVISED PLANTS ARE TO BE USED THE ENGINEER IS TO BE NOTIFIED ALL PLANTS INSTALLED IN AREAS NORMALLY COVERED BY WATER SHALL BE INSTALLED BETWEEN APRIL 1 AND AUGUST 1, INSTALLATION AFTER THIS DATE ENTAILS AN INCREASED RISK OF FAILURE AND MAY ONLY BE PERFORMED UPON MUTUAL AGREEMENT BETWEEN THE INSTALLATION CONTRACTOR AND THE OWNER. DRIFT DETAIL -PLANT DISTRIBUTION Scale: Not To Scale: &� 2' MIN, MRy, All a l CARRY RIP RAP UP BANK1' FREEBOARD NO. 5 WASHED STONE ID DEPTH OF FLOW .- e-n• p'O �OOo DITCH .' I I I I NATURAL GRADEILINE E B RIP RAP WITH FILTER FABRIC $" MIN. 1,LGIM 8 Check Dam Detail Scale: Not To Scale: POND PLANTING NOTES CENT.: CONTRACTOR SHALL TOP DRESS THE PLANTED SHELF WITH GOOD SOIL MATERIAL TO SUSTAIN THE LIFE OF THE PLANTS DURING PLANTING. 4„ CAP ` TEE PORARY STORAGE SHALLOW WATER EMERGENT PLANTS @ 18., O/C SHALLOW LAND SHRUBS © 36" O/C P Ai _E DFILLE TOP OF OVERFLOW WALL 44 0 ORIFICE EL 43.00 %•, mm ASPHALT ENTRAHMExww r P11Vi>I�] mm OF PLAN VIEW To amajA= -oarAMOtaAL AM POUSTM t. oI• MILS To BE A •ARUM OF 36 FW wWE -ALL OONCREW SHALL BE 3= PST. •-MVATM 'B" MOM MVATION "A' EWALS 1 OM. ASPHALT OR W WAY FOAM Ml1H C ABC STONE AND i T �1 EXIISM PLT S� BMACIFnL TYPICAL SE TI N MA DRf*Wi c 14M MINIMUM 10 GAUGE LINE WIRES 1. CURB SHALL BE TAPERED TO NNW FLUSH VM SIDEWALK. 2. Bi0>N W RAMM SHALL NOT DMO" ON ADACM PROPERM BASED ON A PROfECTM OF THE PROPERTY LW FROM TW RIGHT OF WAY TO IM CURB W_ 3. S1DE,MAkX SEC1101i % LL NOT BE REOUMiED ALONR STREETS 1MICH ARE NOT PLANNED FM SgEMNLK. 9 NCDOT STD. DRIVE ENTRANCE CScale: Not To Scale: PR CLASS "1" 4" ORRIFFICE PIPE WITH 1." DRILLED OPENING 12.64 42.54 t. � /•.. 2 r-NO. 5 WASHED STONE OR NO. 57 STONE AREA TO BE DISTURBED ROADWAY .1 1,. 2, SHOULDER CULVERT SECT1914 2 ARC FILTER DAM STEEL NTS POS VARIABLE AS %�CfWW%E ENGINEER WOVEN WIRE FABRIC -� SILT FENCE FABRIC SILT FENCE FABRIC -- - 3'-0. FILL SLOPE INSTALLED TO SECOND < . x WIRE FROM K x MINIMUM 112'- /21�AU ,>- INTERMEDIATE WI GRADE 6" MINIMUM COVER " OVER SKIRT ANCHOR SKIRT AS DIRECTED BY ENGINEER + FRONT VIEW SIDE VIEW 4 SILT FENCE Scale: Not To Scale: 70' MIN. BUT SUFFICIENT TO KEEP SEDIMENT ON SITE Y-3" STONE TO BE USED EASTING (SURGE STONE OR RAILROAD ROADWAY BALLAST 6" MIN. 25' OR WIDTH OF PLAN VIEW PROPOSED STREET, YMICHEVER IS GREATER. 35' MIN. EXISTING ROADWAY 15' MIN. 'I-F'A�IC UNDER STONE CROSS SECTION N� 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO ENSURE CONSTRUCTION ENTRANCE IS USED. 2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE LAUD IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE STONE, THEN THE TIRES OF THE VEHICLES MUST BE WASHED BEFORE ENTERING THE PUBLIC ROAD. Imo. USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED 1/4 ACRE AND NEVER IN AREAS OF CONCENTRATED FLOW. STANDARD CONSTRUCTION ENTRANCE 1 O Scale: Not To Scale: 12" MIN, % FILTE FABRIC TO BE KEYED INTO TOP OF SLOPE AND USED IN AREAS WHERE A PERMANENT STAND OF GRASS IS NOT ACQUIRED. 5 TYP. SLOPE DETAIL Scale: Not To Scale: PIPE OUTLET TO FLAT AREA NO WELL DEFINED CHANNEL PLAN 6 SWALE TYP NTS � c°Qoc�- oO 0°d•0 a"C �O Cb + O Oo ) 6 OO Oo 7o�� �°� La NPRAP MIN La LASS DEPTH {d) PLAN A 9" 1 2' - 2" La 2 v O°O O O j PERMANENT SEEDING ON ALL SLOPES FINAL PLANS FOR REVIEW ONLY NOT FOR CONSTRUCTION PIPE OUTLET TO WELL- La ` 00 .. O) 31 \i� O O 00 � A � SECT#ON THRU PIPE SECTION THRU PIPE NOTES: 1. La IS THE LENGTH OF THE RIP -RAP APROra. 2. do IS THE NOMINAL SIZE OF THE OUTLET P;F_ 3, IN A WELL-DEFINED CHANNEL EXTEND THE A= 'ON UP THE CHANNEL BANKS TO AN ELEVATION OF 6" ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE '' P OF THE BANK. WHICHEVER IS LESS WIDEN CHANNEL AS NECESSARY TO ACHIEVE REQUIRED WIDTH 4T '_'STANCE La FROM OUTLET. RIPRAP ENTIRE DISTURBED PORTION OF THE CHANNEL. 4 A FILTER BLANKET OR FILTER FABRIC SHC_L[ PF INSTALLED BETWEEN THE RIP -RAP AND SOIL FOUNDATION. 11 OUTLET PROTECTION DETAIL Scale: Not To Scale: Z 0 xl 0 10/23/12 ,,��Nrilrrrrfr�� • • ESSIp,�; �� i Q40 9( SEAL c = "sue 20212 ' z= "',14fpHLE����,. ,'�frfrfllllll��� PAMLICO ENGINEERING SERVICES. PLL LICENSE NO, P-0530 pa PAMLICO ENGINEERING SERVICES 128 Abbey Lane Washington, NC 27889 252-945-2983 pespllc@embargmaii.com 0 z w z d 0 0 Z O o z w m W W J 0 o � O a Q el CV � \ J Q N N O � o 12019 �' NTS - Shset No. Cm005 1, 7 .1 a'{•. rr fmIFr. !r"•rr.'.?rise =-T— r ,II;(lif 1�. I t 1 } i, ,, �, a f• 1�1' 1111 t � l 1 1 ► +�