The URL can be used to link to this page

Home My WebLink AboutSW8061231_APPROVED PLANS_20091014STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW8 (1D123\ DOC TYPE ❑ CURRENT PERMIT L APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE 2009 to Iq YYYYMMDD H 0 2' J TEHnLI.1�Y•T.. - .'yv •i+MP RD. Y = Note: 5.5 Mi From N.E. Creek to Intersection US Hwy 17 and NC Hwy 24 J Legend TEMPORARY CRAV0. CONSTRICTION ENT/Off SODDING SO MULCHINGNO TEMP. DIV. DITCH LEVEL SPREADER RP RAP SCOUR PAD (RRSP)ED EXCAVATDROP INLET PROTECTION (TEMP) 13 FABRIC DROP INLET PROTECTION (TEMP) a BLAdt & GRAVEI. INLET PROTECTION (TE.1P) TEMPORARY SEDIMENT TRAP Q SILT FENCE —N— ROCK DAM Q CHECK DAM +i- PROPOSED FINISH GRADE PROPOSED TOP OF CURB GRADE PPE LABEL "A" Vicinity Map ___-- 41.1 - - - _--_- ' ------------------- iq 49.OB'S7 \ r oisL" I m if • od \ \ �\ \ \ \\ \ _� ;I IIII 506276.61 sq. ft' \\' 1 �I` p 11.62 Acres ' % I o It In G1 TIT r%i 6 ITT FES ' INV-41.65 \\\\\\\\ III 2 III 36 LF 15" I \\\\\\ 1 TI t II RCP O 0.36X \ \\\ \\ \ III 01 III TC=44.25 INV=41 co r / _N( / o / / y r ��D><91 k� Z 0 � h y 4 V N Weyerhaeuser Co. DB. 342, Pg. 431 0 / y / I� r - �i i-- v \ Pipe Ulameter rds a*•' rce \ / Length:64-7.5' use o 8' ��'-t�R ° P ever _lr° ' y \ \ \ Width:3XD=3.75' use 4' •47' V �� / CL"B" STONE =1 ��, = j P / If -Io \\\ \\\ iI,� \ \ \\ IN wall megroac \ `O z. was 1 AM._ \ DI \RB NCE LIM \ Exdt, Chal Llnk ce ---_-- EX 15" RCP \\ P \�`EY�st. Pavement f1 -Exist. Paveitient or 73 LF 15" / RCP O 0.5OX -------- H` Prop. = ILIIIIp 52 LF 15" 75 RCP O 0.5OX J ' %a RP U w1 Exist. Storage - - w o\--.-Buin a_ FFE= LQ44'2'.f - - - - 52 LF 15' RCP O 0.50% � .b No 13 PFE04IL755 1 78 LF 12" RCP O 0.50% � 4.2 X -� �7 _ fill IN \\ \\ I\ \ INV-41.16 ----�o--�._---__-- `\�Zw`.Q TOP-43.31 --'-'- --- ----go— a\ \ \ r \ \� Exist. Pavement / a I Exist. Storage Exist. Storage \ Building Building `�\ /\ \ / FFE=44.50 y \\ \\ \\ o N/F I Contractors, Inc. j1NV2-!4:1jK.42 -�\ —0 �\�Coastal Exist. Storage Exist. Storage Building \ Building FFE=45.25 \ FFE=45.00 INV-41.68 \ -� x w In \ Exist. Storage A \ Exist. Storage Building Q \\ Building - - - - - - - _-_ 14 I 1 it \ I FFE=45.75 \ 0 ExistPavement / Exist. . I 11 e 11 � Building Exist. Pavement Exist. Pavement I J II ill 1 / (116 North Creek Dr.) I l Exist. Parking 11 a n n ence / I a / ONSTR. NCB_ INV=42.07 - 'Ir..-..- GATE _f 44R/W��EX. 79'L_�M CONC. CURB & CUTTER- -o t -EX. CONC. CURB &CUTTER- a- II \ ! H \ ll El 5:N d O \ 1 _ — — — _ — Exist. Pavement = PROP NORTH CREEK RIVE EXTENSION' \\ EX. NORTH CREEK DRIVE 60' R/W -��j----------------�-•�-�xll — ------------------------�;``EX. \�.�_ _ ��` II _ ' CONC. CURB &GUTTER TC-44.25 DISTURBANCE LIMIT 908.05 ir R/W �` = = \\ INV=41.93 � ' _ MORTON CONSTRUCTION CO., INC. =`e� n> t DB. 1637, Pg. 427 = _ w \ \ \\\\ \ \\\ \ APPROVED c43 NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION DIVISION OF WATER QUALITY Oc6ber 14, ;LOt7CA, s DISTURBED AREA s 5.42 ACRES col Page �MAIR o SCL� NOT RELEASED FOR NSTRUCTION _ BOUNDARY/TOPO SURVEY AND BASEMAP PROVIDED BY: CHARLES A. RAWLS & ASSOCIATES III? Remmo°k B°eeA Rend. P.O. 9= 110. BeARDBORO, N.C. XMM GRAPHIC SCALE ( IN FEEL' ) I inch = 50 ft. REVISIONS 6/19/09 PER DLR 7/13/09 PER OMER 10/07/09 PER DWQ aye y cis In I In In C C d N In y� N wuj pl CL �j o C E Z AIM C :1 0 °,' I" . In In ' O 3;m�N V Z V)= tL) cYILaloz 3$0 C 200 r0 O` 00WN� U j n W In LU C o M n v _ f 4-"T 00 tiJ In U " a zI ` Q )11 JM--•1 0- N w z WJ.,F+1 C� 0 J 3 O w� Q Cr 0 a Z WXa Or w W z W LLJ O � aUo� U z W O 3a O a Z w Q 2 o• � z O ir W SCALE: 1" = 50' DATE: 5/23/2009 PROJECT: 06-061 DRAWN BY:PGP/DKN SHEET 1/3 H W F (L 4 In (U CD 0 (U U) CU U1 U QN C L O- a s d J U RIP RAP (TYPE PER PLAN) See Schedule PLAN VIEW SECTION VIEW edule 11 /2 0 INSTALL GEOTEXTILE FILTER FABRIC UNDER RIP RAP 1. D = IN51DE DIAMETER OR LMDTH OF CULVERT 2. MINIMUM STONE THICKNE55 TO BE TWO TIMES SPECIFIED STONE DIAMETER Rip Rap Scour Pad NO SCALE EXISTING ROAD PLAN NEW SatsetDMetlos_>E�Bo W oOa 1. Star Was - Use MONA do No, 2 (2-1/r to 17 a AASHTO dedeaaan M43, else Me. 2 ( 2-1/2' to 1-1/2'). Use crushed dens. 2. Length - As e"W M, Out net lees Can SO het. & Thldohses - Not Nw Man ek (6) Mdiea 4. Width - Not loss . Son Uwidth of al petits of S. - orowWMn neo di IMink so2 shall be dooned to remove eedanw,t prior to winx ante puck right-ar- wq% Jim wadxMp Is required. R shall be dons on on ores et cod with crushed stars shkh dreho Into a �praW sedhwnt IrW w eedli o t bash. All /Wtnent .hall M p omentod ewe entering anr .tens drab. dReh, or wetsroowr threulj, uw of sondboM pawl. bowdo w etlxw sppreved msllho4. s. Mobterm - The "be nes shoe be mahtsbred In a con~ v*kh wB prewnt belt or Rowli of ss N ant onto puift AwgNhhta-af-way. T is m y rewbe do add aid r aW/ ad"and oft" dds wit ywmeaur wood to AN "ahmint. frebwdced ontoLWMb te-off-my Mootbe rwne� Or aamsdio y. TemD. Construction Entrance ULTRAVIOLET RENSTANT (BLACK) t FABRIC OR EOUIVALENT SECLMM TO NNE 12 OAMBE 4'X4' OR rX4' FELLED UK HOOKED ONTO WITH METAL CUPS OR MRE AT tr O'r Plierom D OIANNELs all METAL PASTS, OR rnrmm / CENTS. TO CEDAR OR MOOD POSTS WIN NO. a STAPES. 7 3'C 2' IdW M L —NAIIIRAL GRACE —COVER WIN SOL AND TAMP BACFIL — CARRY If• OF WIVE INTO TREICI. CARRY APPROX. 12' OF FABRIC INTO TRENCH STEEL POSTS AT If OFF CENTS MAXIMl. Silt Fence Detail NO SCALE Y_j PLAN VIEW WITH CIIPINP REMOVED NOTES: MORTAR JOINTS 1/2- TO 1/8' TACK. USE CLASS 08' CONCRETE THROUGHOUT. USE FORMS FOR CONSTRUCTION OF THE BOTTOM SLAB. X DEDUCT FOR PIPES) FROM TOTAL CU. YDS. OF BMOC MASONRY. J PROVIDE ALL CATCH BASINS OVER X-8' IN DEPTH WITH STEPS 12' ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.88. USE BRICK OR CONCRETE BLOCK WHICH COMPLIES WITH THE REQUIREMENTS OF SECTION 80 OF THE STANDARD SPECIFICATIONS, IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB AS SHOWN ON STD. NO. 840.00 FOR W-0' IN HEIGHT OR LESS. USE 8' WALL OVER W-0' IN HEIGHT, USE 12' WALL TO 6'-0' FROM TOP OF WALL AND 8' WALL FOR THE REMAINING W-0'. OIJAN71TIES TO BE ADJUSTED ACCORDINGLY. CONSTRUCT WITH PPE CROWNS MATCHING. DO NOT USE BRICK MASONRY DROP INLET IN LOCATIONS SUBJECT TO TRAFFIC. CHAMFER ALL EXPOSED CORNERS 1'. DRAWING NOT TO SCALE. I 5ECTION X-X PING (INCIDENTAL) ELEVATION ). 840.16 AND GRATE / H in MAX PIPE THIS WE - 10'7 SECTION Y-Y It 1T,I hP:uhi ea :ens,; ,,; pgft•!< I ■'r,:IW: �;::IAI:IIAAAAAASI Buue.7L.d:J1.:Lk!•l.rD. tlDDi�$.atlitl��[[.�:�:�..�11��,�,, �.�1�� [E•iF�G^�iFeC7iE'II'SitF'Tl•<�7FIF�t1Ffi� � �.,� [7Gt� � �� IIE33C77i �T*.1• r.�+■ Wit• rr. _ ►� cl�i �iI�I�EMiBT<1Gi�r1•<�7F3Ft•��G7GiT1[7fiF� �� m F3C� �i �1• [�IF3Ff• tJf''S� fr1<FS7 rxi%i Drop Inlet Detail NO SCALE EROSION AND SEDIMENTATION CONTROL NOTES: 1. Sediment control devices and structures shall be Installed, maintained and amended as needed to provide effective control of accelerated sedimentation until the contributing watersheds are stabilized. 2. Construction Seeusnes: A. Notify Engineer, Owner and Land Quality Section prior to beginning construction. B. Install stabilized construction entrance. C. Silt fence shall be Installed at edge of clearing limits on all down dopes prior to Initiation of clearing activities. Silt fence shall be maintained until the area Is stabilized completely. D. Excavate stormwater pond and utilize for temparorly sediment storage. Construct perimeter swde and use as temporary diversion ditch to direct runoff to stormwater pond. E. Commence site grading, Place and compact required fill materials. F. Immediately seed, mulch all disturbed areas not to be paved.. G. Maintain eroelon control moaeures on needed to assure full functionoblAity. H. Place CABC over Compacted gubgrade. Install asphalt surface course. I. Reseed and mulch shoulders and ditches. Install liners on all ewdes (and provide ground cover on all exposed slopes.) J. Seed, fertilize, and mulch all disturbed areas within 15 days of completing any phase or the grading work. K. Permanent groundeover for all disturbed areas within 15 working days or no more than 30 calendar days following completion of construction. 3. Sending Spaciftations Apply line and fertilizer and work Into 4-6 "se of sob. Seed mixture shall be distributed uniformly and covered with a dean straw mulch. All mulch shall be crimped or asphalt todked to help hold In place. Material and application rates are as folowr. 111111told Anrallcatlen Rate Lima 1000 lbs./ae. Fertilizer (10-10-10) 800 lbs./oc. Mulch 1.5 tons/cc. Permanent Seeding Common Bermuda (Unhulled Sept. 1 - April 1) 100 Ibs./ao. (Hulled April - Sept. 1) 75 Ibs./aa. 'Rebel' Fescue 50 lbs./ac. Rye Grain (Sept. 1 - April 1 only) 50 lbs./aa. German Millet (April 1 - Sept. 1 only) 50 lbs./ac. Dec.Tornlia= Sending 15 - April t Kobe Leapedeza 50 lbs./oc. Rye Grain 100 lbs./aa. April 15 - Sept. 1 German Millet 40 Abs./ac. Sept. 1 - Dec. 15 Rye Grain 100 lbs./oc. 4. Contractor Is responsible for maintaining all erosion control measures and amend measures as required to prevent accelerated ercelon from taking place on this site. 5. Once all areas have been stabilized, contractor Is to remove temporary erosion control measures, regrode, & mulch to restabAlze these areas. 6. For additional requo a a to. on the approved erosion and sedimentation permit. 24" CURE TYP. BOTI (SEE DEL L NOTES USE CUSS 'B' CONCRETE THROUGHOUT. PROVIDE ALL CAT24 BASH OVER J'-e' N OEM OTH STEPS 12' ON BACK OF CURB CENTUSE STEPS WHICH COMPLY LATH NmAWOT STD. DRNG M.N. 5/ER 8' O•TIONA. OWOTRUCTM - MM#MnMC POUR. 2' KEYWAY. OR /4 BAR DOIEIS AT 14' CENTERS AS DIRECTED BY ENCMEER. I fV J 4 USE FORMS FOR THE CORSIMXTION OF THE BOTTOM SLAB. Y IF NWORCE I CONCRETE PPE IS SET IN BOTTOM SLAB Or BOX, ADD TO SLAB AS ION NCOOT aTD. NO. e40.(10. USE TYPE V. 'F', AND 'a' ORATES UNLESS OTrolO E INDICATED. FOR M-O' N HEIGHT ON LESS USE e' WALLS AND BOTTOM SLAB. OVEN II TO 1s'-D' N HEIGHT USE tr WALLS AND BOTTOM SLAB. ADJUST QUANTITIES ACCORDINGLY. CONSTRUCT WITH PIPE CROWNS MAYCHOM CHAMFER ALL EXPOSED CORERS C. X SEE NCOOT DETAIL 840.03 FOR FRAME, GRATES & HOOD PLAN oo TOP ELEVATIGN 0 °. jj SEE NOTE a l , tt / H RIGHT OF WAY y 2'_2" ' 6- SECTION X-X fSECTION Y-Y Note: Curb Inlets shdl be constructed In conformance with NCDOT Standard Detail IS40.02 Curb Inlet Detail NO SCALE NOTE, THIS PAVEMENT' Street Cross Section SCHEDULE TO BE USED FOR R13AD ONLY. NO SCALE WIDTH = DEPTH x 6 I ESTABLISH GROUND- /CDVER PER SEEDING — SPECIFICATIONS 4' MIN If III, 11!411:1111!1111� EXIST GRADE DEPTH PER SITE PLAN I LINE CENTER OF SWAGE W/ EROSION CaNTR()L BLANKET <CURLEX 1 BY AMERICAN EXCELSIDR OR EQUAL). ALL CL 'B' STONE LINING WHERE SPECIFICALLY REQ'D BY DRAINAGE PLAN, Swale Detail NO SCALE Pnoo [noon 0 sg� NOT RELEASED FOR CONSTRUCTION RID. 3' RAD. c 30fi0' PSI• CONE• 2428. DAY a 1^ . . 24' _I 24" Curb & Gutter NO SCALE 1-1/2' BCSC Super -pave Type S9.5B o0 00 00 o0 O 00 0o ° ° 6' AB°C STONE ° ° °00 °o a° o°O a°° a°° NOTE, THIS DETAIL TO BE USED FOR ASPHALT WITHIN SELF STORAGE FACILITY MA (WITHIN PERIMETER OF PROPOSED FENCE), FOR PAVEMENT ON ROAD, SEE SEPARATE DETAIL. Internal Paving Detail NO SCALE REVISIONS 6/19/09 PER DLR 7/13/09 PER OWNER 10/07/09 PER DWO Q aT CA 8 In C C1 IA W C,4 M L N W 450-"4�o CL N E C N ID Ejj Q N 0 3 3 mLL I C U Z a x v I.I.IYLL`Zz JI.J N W 3 o E'�LYOo O 00 I 08 > � W Pin EE- -0 M T In t0 li) ' Z V' U _ o_ I 1 w w 00v "yi f1N - Z: _ so" 0-4 1 J�1 Z •�c • �1 J O W J rO- V/t _N u_M 2 Q L) u8Rd Q Ot aZ w w 0.WO U� U~ w c) F--1 WO F_ CQ rI SCALE: As Noted DATE: 5/23/2009 PROJECT: 06-061 DRAWN BY:PGP/DKN SHEET 2/3 REVISIONS Treatment Pond - Plan Scale: 1" = 30' SEEDBED PREPARATION NOTES, 1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN, 2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE TOPSOIL 3' DEEP. TOTAL SEEDBED PREPARATION DEPTH SHALL BE 4'-6' DEEP. 3. LODSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE SURFACE SO THAT THEY WILL NOT INTERFERE WITH THE ESTABLISHMENT AND MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION, AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM. 4. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO BE ACCORDING TO SEEDING SPECIFICATIONS ABOVE. IN ADDITION, PROVIDE 15 LBS/1000 S.F. OF SUPER PHOSPHATE. 5. IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST REPORT. 6. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL DURING SEEDBED PREPARATION. CONTRACTOR SHALL INSTALL STORMWATER POND AND EMERGENCY SPILLWAY CONCURRENT WITH EROSION CONTROL MEASURES AND USE POND FOR TEMPORARY SEDIMENT STORAGE. AFTER PERMANENT GROUNDCOVER IS ESTABLISHED, CONTACTOR SHALL DEWATER POND AND REMOVE ACCUMULATED SEDIMENT AND RESTORE POND TO THE GRADE AND CONTOUR INDICATED BELOW. ALTERNATELY, THE CONTRACTOR MAY 'OVER -EXCAVATE' THE POND DURING INITIAL INSTALLATION TO ALLOW FOR SEDIMENT ACCUMULATION. HOWEVER, AFTER PERMANENT GROUNDCOVER IS ESTABLISHED, THE CONTRACTOR WILL BE REQUIRED TO DEMONSTRATE TO THE ENGINEER THAT THE APPROPRIATE GRADE AND CONTOURS ARE PROVIDED. *Extend liner to the higher of the SHWT or 100 Year Elevation. v S.H.W.T.s 32.0'� 0 Elev. "E" ilF (100 yr storm) Inlet Pipe (Size & Material Der Drah Undisturbed Native Material Plan "Overexcovote" Pond by 24" and Backfili with 12" compacted day' material (see note) do 12" topsoil 12' Clay NOTE CONCERNING POND LINER Pond liner shall be constructed of 12' compacted day material (hydraulic conductivity < 1X10-e cm/see) either obtained on -site or from offsite source. Contractor shall provide hydraulic conductivity test results to assure material meets the above requirements. Alternately, Contractor may provide an HOPE Liner with equivalent effective hydraulic conductivity. SEEDING SCHEDULE NOTE, ONLY AREAS ABOVE PERMANENT PODL SHALL BE SEEDED. VEGETATIVE SHELF SHALL NOT BE SEEDED AND SHALL BE ALLOWED TO GENERATE NATIVE VEGETATION. SPREAD 4' TOPSOIL OVER AREAS TO BE SEEDED AND ESTABLISH UNIFORM GRAD PRIOR TO SEEDING. APPLY LIME AND FERTILIZER AND WORK INTO SEED BED, DISTRIBUTE SEED UNIFORMLY AND COVER LIGHTLY. APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY WITH STRAIGHT BLADE DISC IN FLAT AREAS AND WITH ASPHALT TACK WHERE SLOPES EXCEED 4% MATERIAL APPLICATION RATE LIME 2 TONS/ACRE 20Y. SUPERPHOSPHATE 600 POUNDS/ACRE FERTILIZER(IO-10-10) 1000 POUNDS/ACRE APRIL - JULY FESCUE, KY-31 50 PONDS/ACRE BERMUDA (HULLED) 10 POUNDS/ACRE JANUARY - MARCH FESCUE, KY-31 50 POUNDS/ACRE BERMUDA (UNHULLED) 20 POUNDS/ACRE RYE (GRAIN) 25 POUNDS/ACRE SEPTEMBER - NOVEMBER FESCUE, KY-31 50 POUNDS/ACRE MULCH 2 TONS/ACRE ASPHALT TACK 300 GALLONS/ACRE 0 10' >° V. cl. Elev. • . J /.:•: Lc - �Fili�tFilFi1FY� f '"�dW� _ L•t.'% 191 —. _.. " Vegetated Shelf Plantings Topsoil (See Planting Scedule) 12" Clay O CONSTANT POND SURFACE AREA 33,697 S.F. Q EL= 36.00 1.5' DESIGN SURFACE AREA = 40,166 S.F. 8 EL= 37.21 APPROX. TOTAL POND VOLUME = 166,507 CF ACTUAL FOREBAY VOLUME 31,095 CF (18.7% OF TOTAL VOLUME) PLANTING SCHEDULE NpIE1 PLANTING SCHEDULE APPLIES ONLY TO VEGETATED SHELF AND VEGETATED FILTER. SPREAD 4' TOPSOIL OVER AREAS TO BE PLANTED AND ESTABLISH UNIFORM GRAD PRIOR TO PLANTING. PLANT ANY TWO (2> OF THE F13LLDWING SPECIES WITHIN THE LIMITS OF THE DESIGNATED VEGETATED SHELF AT A DENSITY NOT LESS THAN ONE PLANTING PER SQUARE YARD, SCIENTIFIC NAME Peltandra vlrglrk G812M NAME Arrow Arun SagQltarla Uatifotk Arrowhead/Duck Potato Andropogon vWVWcus Broonsedge Andropogen glomeratus Bushy Beardgrass Typha spp. Cattail Ceratophyllum DWQersum CoontalU Sclrpus pungens Common Three Square Lemma spp. Duckweed Saururus cernuus Lizard Taft ftiscus moscheutos Marsh Hibiscus Pontederin cordata PIckerelweed Potamogeton pectlnatus Pond Weed Leersk cryzoldes Rice Cutgrnss Carex spp. Sedges Sclrpus validus Soft Stem Bullrush Polygonnum spp, Smartweed Juncus effesus Soft Rush Nuphar Uuteum Spatterdock Panicum vergatum Switchgrass Acorus calamus Sweet Flag Elodea canadensis Waterwetd Vallsnerla amerlcana Wild Celery Zizania aquatica Wad Rice Outlet Structure (See Detail) Draw Down Orifice/� Assy. (See Detail) ..a-/::�: 12" Topsoil Treatment Pond - Section Scale: None (Vertically Exaggerated) Outlet Pipe (Size per Drainage Pion) Emergency Spillway (Elev. per Site Plan) Collar �Outlet Protection (See Erosion/Sod. Plan) ELEVATIONS LOCATION 'Al' SCHEDULE DESCRIPTION ELEVATION MAIN POND BOTTOM 26.00s 'A2' FOREBAY BOTTOM 25.00w 'B' PERMANENT POND 36.00 'C' TEMP. STORAGE 37.21 'D' 10 YEAR STORM 37.27 'E' 100 YEAR STORM 37.58 ■ INDLUDS REQ'D 1' SEDIMENT STORAGE ZONE 42.7 Pond Dimensions & Layout Scale: 1" = 30' CONC FILL TRASH RACK /(SEE DETAIL) 'E' 6Q DIA. CORREGATED ALUM. RISER OUTLET PIPE INV, Riser I 54' MINIMUM I. Anti -Seep Collar 4-3' ALUM ANGLES ALUMINUM TRASH RACK iJHICK STEEL RISER (SEE DET 6' DIA. CORR. ALUM. PIPE DRILL 2.5' HOLE �\ IN END CAP -TACK WELD HARDWARE CLOTH�� SCREEN OVER ORIFICE I18 6' DI A. END CAP Trash Rack RISER (SEE DETAIL) 12 Draw Down Orifice NOTE. EXISTING STRUCTURE MAY BE REMOVED AND RELOCATED/RE-USED IF CONTRACTOR CAN DO DO WITHOUT DAMAGING STRUCTURE. Outlet Structure Details No Scale PINEUMEMARY NOT RELEASED FOR CONSTRUCTION T 23.1 13 9/30/09 ELEV. SCHEDULE Q a s" CP C to C CA C NM CW a (30 0. 2 rn C:_ y 1A E ~X Bra U 3 m8a LUa) m Z In Z a..+ a�i i E�� ti ; o l'0 c > 03 I O U > l7 L W N CI W ro W ^' O TJ M 0) � C M r! pa WZ M O V _ n. J L1J J 00 C n00 TW V 0 • ri ET-�4 V1 44 0-4 Q� �? E_ Tw W W < w0- n Ma F+M i••I N� ix 0 CQ SCALE: AS NOTED DATE: 8/27/2009 PROJECT: 06-061 DRAWN BY: JC/DKN SHEET 3/3 REVISIONS w n i\ CU 4 In (U 'q- O O N U7 (U a 3 Y U 0 4 / a 3 O bi Z J J w C-) Nr (J O (U U Qj C L C C: EROSION AND SEDIMENTATION CONTROL NOTES: 1. Sediment control devices and structures shall be Installed, maintained and amended as needed to provide effective contra of accelerated sedimentation until the contributing watersheds are stabnlzed. 2. Constriction Seauence: A. Notify Engineer. Owner and Land Ouallty Section prior to beginning construction. S. Install stabilized construction entrance. C. Set fence shall be Installed at edge of clearing limits on ell down elope@ prior to initiation of clearing activities. Silt fence shall be maintained until the area Is stabilized completely. D. Excavate stormwoter pond and utilize for temporariy sediment storage. Construct perimeter swals and use as temporary diversion ditch to direct runoff to storrnwater pond. E. Commence site grading, Place and compact required! fill materials. F. Immediately seed, mulch all disturbed areas not to be paved.. G. Maintain erosion control measures as needed to assure full functiond)inity. H. Place CABC over compacted subgrode. Install asphalt surface course. I. Reseed and mulch shoulders and ditches. Install linere on all swdes (and provide ground cover on all exposed elopes.) J. Seed, fertilize, and mulch all disturbed areas within 15 days of completing any phase of the grading work. K. Permanent groundoover for all disturbed areas within 15 working days or no more than 30 calendar days following completion of construction. 3. Seedlno Saeclfkxtions Apply lime and fertilizer and work Into 4-6 Inches of soil. Seed mixture shell be distributed uniformly and covered with a dean straw mulch. All mulch shall be crimped or asphalt tacked to help hold In place. Material and application rates are as follows: Material Application Rate Ume 1000 lbs./aa Fertilizer (10-10-10) Boo IbL/aa. Mulch 1.5 tons/arc. Permanent Seedi Common Bermuda (Unhuned Sept 1 - April 1) 100 lbs./ao. (Hulled April - Sept. 1) 75 Ibs./ac. 'Rebel" Fescue 50 lbs./oar Rye Grain (Sept 1 - April 1 only) 50 Ibe./ao. German Millet (April 1 - Sept. 1 only) 50 Iba./arc. Kobe Lespedezo Rye (rain April 15 - Sept 1 German Millet Sept. 1 - Dec. 15 Rye Grain 4. Contractor Is responsible for maintaining all erosion control measures and amend measures as required to prevent accelerated erosion from taking place on this site. 5. Once ell areas have been stabilized, contractor Is to remov temporary erosion control measures, regrods, # mulch to restabillze these Grace. 6. For additional requirements. gee the approved erosion and sedimentation permit. EXISTING ROAD ram. 1. Stara. she - Use MSHA siss No. 2 (2-1/r to 1' or AASHM designation M43. Nil No. 2 ( 2-1/r to 1-1/2). flee crushed stone. 2 Lwhgth - As of @aft^ but net lees than 50 test 3. Thkishass - Not less than sis 6) Inches. 4. Width - Not less then fuel wkMh of all polnfa of hq or qeo. Mlnknum of 1Y. 5. Washing - when neosseary. whose " be eleened to remohe sedimmt prior to whtrenae auto public right-oF way. when washing is required, R shad be dma m an woo stabilized with wua' atom which draYhe Into an approved sedlrrmt trap a so& m t bodn. AN soak mt shad b• pi a ted from mtwhg my to, drain, ditch, or watreawes fh wo use of amdbage, grave], bowels or other approved methods. 6. Malntename - The antrense shop be ma/nalhed In a condition which will prevem tracking or bowing of sadh Mx t onto public Aghts-of-way. This may nquM parodic ddamord amend repair and/or &em*vg with additional mey meaas sures to aInI. diab..ded or 11 en opublic rIgh��aymust �v Immediately. Temp. Construction Entrance NO SCALE S: MORTAR JOINTS 1/r TO 1/6' THICK. USE 0.ASS 'W CONCRETE 7H ROL04OUT i 1 I USE FORMS FOR CONSTRUCTION OF THE BOTTOM SLAB. X DO ICT FOR PNMxS) FROM TOTAL CU. YDS. OF BRICK MA901RY. PRome ALL CATCH BASH! OVER S-r N DEPTH WITH STEPS 12' ON CENTM USE STEPS 91HIOH COMPLY WITH STD. DRAWING MOS. USE ORCC OR CONCRETE BLOCK WHICH COMPLIES WITH THE REOUREMOM OF SECTION 80 OF THE STANDARD SPECIFICATIONS J F REBFCtCEO CONCRETE PIPE IS SET N BOTTOM SLAB OF BCC. ADD TO SLAB I AS SHOWN ON SD. NO. 840.CO I FOR S`-O' N HEIGHT OR LESS, USE e' WALL OVER S-OF N MOW, USE 12' WALL To 6'-O' FROM TOP OF WALL AND IY WALL FOR THE REMAINING W-V. GUANTmes TO BE ADJUSTED ACCORDINGLY. CONSTRUCT WITH PIPE CROWNS MATCHING. i Do NSOUS BRICK MASONRY DROP OAST INLOCATIONS SUBJECT TO 04AWER ALL EXPOSED CORNERS 1'. PLAN VIEW DRAWING NOT TO SCALE e1M L'aPA10 RDIaeD BRICK COPING (INCIDENTAL) �TOP ELEVATION AZTD ANNO.GYtATE I l� m MAX FWE Me WE - tr—� 5ECTION Y-Y Drop Inlet Detail NO SCALE NATURAL GRADE — COVER VAIN SOIL AND TAMP BACIOTLL. — CARRY r OF WE NTD TRENCH. CARRY APPROX. 1r OF FABRIC INTO TRENCH "POSTS AT B' OFF CENTER MAXIMUM. Silt Fence Detail NO SCALE k RAD. ' RAG. - .: . laEB pAY a.. 21' 24" Curb & Gutter 5ECTION VIEW 1. D - IN51DE DIAMETER OR WIDTH OP CULVERT 2. MINIMUM 5TONE THICKNE55 TO BE TWO TIME5 SPECIFIED STONE DIAMETER Rip Rap Scour Pad NO SCALE 1-1/2' BCSC Superpove Type S9.511 00 00 00 �° 00 00 O°00 00 6' AB°O° SYONE ° 00 ° p0 O O NOTE, THIS DETAIL TO BE USED FOR ASPHALT WITHIN SELF STORAGE FACILITY UNU(WITHIN PERIMETER OF PROPOSED FENCE), FOR PAVEMENT ON ROAD, SEE SEPARATE DETAIL. Internal Paving Detail NO SCALE N Weyerhaeuser Co. DB. 342. Pg. 431 WIDTH "DEPTH x 6 ESTABLISH GRDUND- TEMPORARY GRAVEL CONSTRUCTION ENT/EXT SODDING O MULCHING O TEMP. DIV. DITCH LEVEL SPREADER RP RAP SCOUR PAD (RRSP) EXCAVATED DROP INLET PROTECTION (Mr) 13 FABRIC DROP INLET PROTECTION (TEMP) BLOCK ! GRAVEL MLET PROTECTION (TEMP) TEMPORARY SEDIMENT TRAP Q SILT FENCE —of— ROCK DAM Q CHECK DAM 44- PROPOSED FINISH GRADE /• PROPOSED TOP OF CURB ORADE Am= PIPE LABEL "A" and NC Hwy 24 Vicinity Map NOT TO SCALE MAY 2 9 2009 Q aQ0 C 0 O C C N M L LU .. a S LU L3 Z LU M C E C O 0 W QN DOLL I C U ) w In +�+ Z y o aw 3o (n E m (� O C �' OOI m 0Lo2 U > W NJ W O M O) 4-J in n v L;j ' re)ZO 1 u a I g0ZI .4 0-0• 4 Y 3 Gw� NO w � in j . f,7 I Z Cie W0 C) l��,(1 cell J - NZ Z � O W O Q O o(n U_ Z rr� T;L4 a W n W� a i �a h4 Z w Z Z c BURR. Z W O IO Z W Q W W 0 Z PI N O W SCALE: 1" xc 50' LINE CENTER OF SVAEE V/ I 1117 lBemmeolc liaeob Rasa, P.O. TdOZ 11196, TNWARLTBOHO, R.C. Beass I DATE: 5/23/2009 EROSION CONTROL BLANKET (CURLEX I BY AMERICAN EXCELSIOR OR EQUAL). INSTALL CL 'S' STORE LINING WHERE SPECIFICALLY REO'D BY GRAPHIC SCALE PROJECT: 06-061 DRAINAGE PLAN, so Swale Detail a � 25 50 100 2 DRAWN BY: JC/DKN NO SCALE (IN FEET ) 1 inch s. 50 it SHEET 1/3 F- W f 0- (U (11 v O O (U to tU 3 Y U _O 4 3 / C3 W Z J J W U N f eh O O (V LA •(-I U QU .01 0 L 0- d .J PLAN VIEW i 1. Stone one - Use MONA ohs Ns. 2 (2-1/2" to 1') a AASHM dwlgn� k MAN, eW No. 2 ( 2-1/2" to 1-1/27. Use 2. Larto - An ef%efM, but not Ise own 50 feet 1 ThMrsw - Not lee than els 6) IndhoL 4. width - Hat lee than NA of an points of Inpees a pee. Minimum N 12'. 5. washing - Wnan neeaaeary, aMMe andl be domed to remove asdinanl prier to entrance onto Public fight -"&- way. Wren wehing N reeM1ed. It shd be done on an area stabled wIA evened to which drain Into an approved esdlmmt Ices, a sediment beln. N sediment ahos be preventedcam eats" any to drain. ditch, or watercwwres Vrelgh ue of smdbo9% pawl, boards a other approved methods. 6. Meihtenerm - The entrance ebel be mobtakw d In a wmdton which will pram tracking or low" N edinant onto public rlotref-way. 1Ms may require MN top dumb dernwd and rspob and/v daano rt of my meows used to bap aedimemt N sedw W L Dosed, dropped. washed or backed onto public rlehts-of-way must be removed erhmedlotely. Temp. Construction Entrance NO SCALE EROSION AND SEDIMENTATION CONTROL NOTES: 1. Sediment control devices and structures shall be Installed, maintained and amended as needed to provide effective control of accelerated sedimentation until the contributing watersheds are stabilized. 2. Construction Sea ,en e: A. Notify Engineer, Owner and Land Quality Section prior to beginning construction. S. Install stabilized construction entrance. C. Silt fence shall be Installed at edge of clearing limits an all down slopes prior to Initiation of clearing activities. Silt fence shill be maintained until the area In stabilized completely. D. Excavate stormwater pond and utilize for tempororly sediment storage. Constructs permeter swalo and use as temporary diversion ditch to direct runoff to starmwater pond. E. Commence site grading, Place and compact required SI materials. F. Immediately Mod, mulch all disturbed areas not to be paved.. G. Maintain erosion control measures as needed to assure full functionabiillty. GH Place CABC over compacted subgrade. Install asphalt surface course. H. Reseed and mulch shoulders and ditches. Install liners an all males (and provide ground cover on d1 exposed slopes. 1. Seed, fertilize, and mulch all disturbed areas within 15 days of completing any phase of the grading work. J. Permanent groundcover for all disturbed areas within 15 working days or no more than 30 colendor days following campleUon of construction. 3. Seeding SoealRcatlane Apply lime and fertilizer and work Into 4-6 Inches of soil. Seed mixture shall be distributed uniformly and covered with a deal straw mulch. All mulch shall be crimped or asphalt tacked to help hold In place. Material and application rates are as follows: Material Abdication Rate Line 1000 lbs./ac. Fertilizer (10-10-10) 800 lbs./ae. Mulch 1.5 tons/cc. Prmanent Seeding m Comon Bermudo (Unhulled Sept I - April 1) 100 lbs./ac. (Hulled April - Sept. 1) 75 Ibe./ac. Rebel' Fescue 50 lbs./ac. Rye Groin (Sept. 1 - April 1 only) SO lbs./oe. German Millet (April 1 - Sept. 1 only) 50 lbs./ac. Tsmoarary Seeding Dec. 15 - April 15 Kobe Lespedeza 50 Ibe./ae. Rye Grain 100 Ibe./ao. April 15 - Sept. 1 German Millet 40 lbs./ae. Sept. 1 - Dec. 15 Rye Grain 100 Ibe./oe. 4. Contractor Is responsible for maintaining alll erosion control measures and amend measures as required to prevent accelerated erosion from taking place an this site. 5. Once all areas have been stabilized, contractor Is to remove temporary erosion control measures, regrods, & mulch to restablize these areas. 6. For additional requirements, see the approved erosion and sedinentation permit. DRAINAGE PIPE CHART AREA Q10 DIAMETER GRADE LENGTH VELOCITY PIPE (acres) (cfs) (inches) I%) (if) (fps) "A" 0.32 1.92 15" 0.57 30 "13" 0.70 4.20 15" 0.65 310* 4.7 "C" 7.29 43.7 36" 0.65 72 8.5 Q=CiA RCP - Reinforced Concrete Pipe tc=5 min. LF - Linear Feet i10=7.50 in/hr. FPS - Feet per Second C=0.80 (COMPOSITE) NOTE: 1. Contractor shall use RCP or DIP for all pipes underneath asphalt or concrete traffic areas. Contractor may use RCP, DIP, PVC or HOPE (2 wall) in all other areas. * Incl. Flared End Section RIP RAP SCOUR PAD SCHEDULE Sized using NYDOT Dissipator Charts. VELOCITY LENGTH WIDTH TYPE RRSP N (foil) ZONE feet feet STONE 1 4.7 2 B 4 C1"B" 2 8.5 2 18 9 C1"B. CI L 60' RIGHT OF WAY 34' ACK TO BACK 30' ASPHALT 3:1 MAX "/FT " FOOT 4"/FOOT "/FT 3:1 MAX 24" CURB & GUTTER TYP. BOTH SIDES \ (SEE DETAIL) i2• SF9.5 arm HEY VE ASPHALT KDCS ARE ACCEPTABLE. SMALL nNRN t NCDDT e OWNER WITH APPROVED MCX DESIGNS FROM ASPHALT SUPPLIER. CO NTRACTOn SURLIER SHALL UPIOY A CERTIFIER ASPHALT PLANT TEGNICIAN TO PERFGIN QUALITY CONTROL OPERATIONS AND ACTIVITIES AS REQUIRED BY NCDDT QUALITY CONTROL THE SWILL PROVIDE A CERTIFIED ON NOWAY TEGMCIAN AT ALL TDMS QNRIG PLACEMENT OF ASgW.T Odd DEWshall Curb Were be amet ucam In me mnft an*M NCOar SkrAwd FR/e Dotal 040.01 • 4 4 • i . •4' 8" FOOT"Curb Inlet Detail NO SCALE 1-1/2' BCSC Superpave Type S9.5B o°O°00 0°°0° oo ° °° 6' d48°C STONE ° ° °o O O o° °° 00 °° ° go O OR 0 00 0 ° MMi THIS DETAIL TO BE USED FOR ASPHALT WITHIN SELF STORAGE FACILITY UNU (WITHIN PERIMETER OF PROPOSED FENCE). FOR PAVEMENT ON ROAD, SEE SEPARATE DETAIL. Weyerhaeuser Co. Internal Paving Detail IDS. 342, Pg. 431 NO SCALE TCCMOCWI STALL FLIe'ORII ALL TESTItU AND DOCUENTATION N REQUIRED NY N000T'S QUALITY CONTROL PRDDRAN I MM, THIS PAVEMENT SCHEDULE TO BE USED --- ---� .G - FOR ROAD ORNLY. -''��g t Street Cross Section _____wwwO Eese NO SCALE C� \ / ��PGCEgg www --------------------------- --- 49'08'57 `'f LIMIT- ---- ----- DISTURBANCE ��-� 111 www�g35.88 ' /-�` �� i----,.-- - - - 'Sil�lf-------------- 1 1-,ram _------- 1 �• \ �� - %/^I I_ I I \ \ \ \ \ / � / �/-, 43. / --- -7•- DISTU �� I --- _ -- \\---------------- �� -- - Or N I I \ - FF:44.25 STONE TYP \ i \ \ \ / I I �\ • Inc -� 506276.61 sq. ft 1 - \\ 11.62 Acres I y Typical Storage Building 4' BOLLARDS - 44. 2 cOMMIr<TYPY e \\ 1 W 15 SY CL "Be I P� FFw,45.25 STONE (TYP) 45.17 45.17 45.17 M• P ProFene Legend TOPOARY GRAVEL CONSTRICTION ENT/aT SODDING O MULCHING O MOD. DIV. DITCH -"-- LEVEL 3PNCADNR RP RAP SC O U PAD peril) EXCAVATED ow env PRo1Ecnom (TEMP) a FABRIC DROP MET PROTECTION (TEMP) SLOG( A GRAVEL INLET PROTECTION (TOP) TEMPORARY SEDIMENT TRAP Q SILT FENCE -N-- NOG( DAN Q CHECK DAM �-►. PROPOSED FDASII GRADE PROPOSED TOP OF CURB GRADE PPE LABEL "A" CL RRSP/260 STONE i o' ---St&rrwater Pond 2. 5 - - 3.1 Prop Fgr1C� / 2.11 \-------�/ �� IN 3h FFe43.50 - \ ---_ \ ---- \ lire* -2 0•- 0� 42.77�� i --- - - - - -�� r 2. \ \\ FFr<44.00 \ Typical Storage Building L�Le 3.27 - z .a• e, `moo - COMCR PTTYP \ P Tuff t J FF-44.50 �\ -zio•- 44l 42 43I 77 . \ 4.92 3.58 GATE CGITROL P \ FF-4S.QD---------- -I I 4. 44.9- 43. o- 117-S7S7 P PtIO F�41 9 • \ \ WW y W \ \ 1 - - p - - GATE 44.26 - - - - - - - - - -o - - - - - - - ! - - - - - -R/WTI \\\ \\ \\ 1W WW silos LI-5-` I r TC-45.46 TC�44. 7--- - IN \ \ \ W ,. EXISTING ROAD 8 o'-H \ p p .4 p p :•:•:•:•:;: 30 B-e FUTURE NORTH CREEK DRIV / I NORTH CREEK DRIVE 60' R/W gO11C. GIRB A G1T1ER I RBAN LIMIT / \ S 42.02'39' E �_ - - - - - - _-------------------------Q1`:TiZ-- - - - - ----_ •- 908.05 ' R/W \\ \\\\ 2 CE a \\\ \ \\�0\ OAN 2' MIRW 1 'X4' IN 2'X4" WELGED MINE MOONED ONTO CHARMS ON METAL POSTS, OR FAS70M OR MOID POSTS RTH NO. 6 STAPLES. ULTRAVIOLET RESISTANT (BLAB() MNPI FABRIC OR EQUIVALENT SECURED TO MITE MTN METAL CUPS OR MINE AT s' OFF CENTER. MAXIMUM SEDIMENT STOIAOE LEVEL REMOVE SEDIMENT WHEN THIS LEVEL IS REACHED �OR AS DIRECTED BY INSPECTOR. NATURAL GRADE COVER WM SOS. AND TAMP BAOORl. -CARRY !" OF WM INTO TIN". CARRY APPROX. IY OF FABRIC INTO TRENCH METAL. CEDAR OR 4'X4' TREATED WOW POSTS AT s' OFF CUM MAXIMUM. CEDAR AND WOOD POSTS SHOULD BE 3• DEEP MINIMUM. Silt Fence Detail NO SCALE PLAIN V IEW 11/2 D RIP RAP 1/J 0 ALL CEOTEXTB.E (� PER FILTER FABRIC UNDER RIP RAP SECTION VIEW 1. D = IN51DE DIAMETER OR VACTTI OF CULVERT 2. MfNIMUM STONE THICKNE55 TO BE TWO TIMES SPECIFIED STONE DIAMETER. Rip Rap Scour Pad TEMP CON ENTRANCE N MORTON CONS UCTION CO., INC. DB. 1637, Pg. 427 WIDTH •DEPTH x 6 ESTABLISH GROUND- SPECI PER SEEDING SPECIFICATIONS 1' MIN EXIST GRADE DEPTH PER SITE PLAN LINE CENTER OF SWALE W/ EROSION CONTROL BLANKET (CUtLEX 1 BY AMERICAN EXCELSIOR OR EOUAU. INSTALL CL 'B• STONE LINING WHERE SPECIFICALLY REO•D BY DRAINAGE PLAN. Swale Detail NO SCALE b' RAG. 3' RAD. N e.:.�PSI. cGs . 040. Q1YSa. . I - 24• J 24" Curb & Gutter NO SCALE to 'N and NC Hwy 24 Vicinity Map NOT TO SCALE r 00 / \ f \ 78 SY CL\ \ "8 STONE \ 18 / \ of \ \ �I / \ \ Exist. Pavement REVISIONS Nov. 28. 2006 per Owner Dec. 8. 2006 Per DWO Q C: T N C I Ln n U 00 C4 mry L W N TT �a 0 U O i� C E Wa O 0 CO W C U 3 = z W N y Z > WY R.0 N Uf0 7 Q �pOj LLI M O W v .fu C f`00, M U _ a 1 f \ Z Y \ \ \ N J \ \ Coastal Contractors, Inc. CL. f \ � f Q \ 0 EXist. APPR®VEVO Exist. Pavement Building 0" CAROLINA ENVIRONMENTAL 0 (116 North Creek Dr.) MANAGEMENT COMMISSION Q Exist. Parking 1 Z Y" DIVISION OF WATER QUALITY Z Val /07 cr J L `\I RECEIVED 0 j Z �BY:.S�C>C- I O rt Z \ EXIStin U� 0 ., "Y CURB INLET TCG42.53 Q IHVm40.03 W / / / - J / PAVEMENT SURF Concrete Curb NO SCALE SPECIAL NOTE CONCERNING WETLANDS THIS SITE CONTAINS NO WETLANDS WITHIN THE LIMITS OF CONSTRUCTION. DISTURBED AREA - 5.4 ACRES (C NOT RELE"M FOR NWINUMON BOUNDARY/TOPO SURVEY AND BASEMAP PROVIDED BY: CHARLES F. RAWLS & ASSOCIATES 1117 Bemm""k Beach Road, P.O. BGO 1126. SRINSQORO, R.C. XD M GRAPHIC SCALE 50 o 2e 50 100 ( D( FEET ) 1 inch - 50 ft. Z 0 W V Iv J 03 W 9 W Iy Q 0- U� 11" Wise D Z ( W_ w O 1�1 � p t- 30 i Z4 v Q 11 SCALE: 1 " = 50' DATE: 11 /20/2006 PROJECT: 06-061 DRAWN BY: JC/DKN SHEET 1/3 ALF REVISIONS I" en u M 1 cn E N� ol LU LU .X 3AIN_G A3383 H+iNON 3ell3 aE H p — ~z= . C ,YE Cam' I :. CUy � 2.95 aInsz , Z > 8 3W — — — — — — — — — — — — — M/2 — —------------ EM/8 0 CV N V ,a W" r W O (0 C 01 > U a NORTH CREEK DRIVE SCALE HORIZONTAL = I"= 40' ;. VERTICAL = I"= 4- Cam. � � j I I I ,• ``� I I I ; � I I I I I �; I I; j I I �{ I � I � j I 50 60-17 W �z 40 cf) - 3 50 - d a �Z4 w �f W oa i —FEW W.13 Z C/) Ww�a_ E S . 1 + .9 J F- ; 1p CYL ( N) a W � aLtiil Z S A.' 8 .z2 sr sea Ro w a � � � o C Qi 30 40 O cc 0 2 30 SCALE: 1" = 40' DATE: 11 /21 /2006 PROJECT: 06-061 DRAWN BY: JC/DKN tH-H± LL" SHEET 3 4 5+00 6 7 8 9 10+00 11 12 13 2/3 SWALE Treatment Pond - Plan Scale: 1" = 20' SEEDBED PREPARATION NOTES, L SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCQtDPG TO PLAN 2. AREAS TO BE SEEDED SMALL BE RIPPED AND SPREAD WITH AVAILABLE TOPSOIL 3' DEEP. TOTAL SEEDBED PREPARATION DEPTH SHALL BE 4'-G' DEEP. 3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE SURFACE SO THAT THEY WILL NOT INTERFERE WITH THE ESTABLISHMENT AND MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION, AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM. 4. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO BE ACCORDING TO SEEDING SPECIFICATIONS ABOVE. IN ADDITION, PROVIDE 15 LBS/1000 SF. OF SUPER PHOSPHATE. 5. IF SOIL TEST IS TAKEN, PROVIDE LINE AND FERTILIZER ACCORDING TD SOIL TEST REPORT. 6. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL DURING SEEDBED PREPARATION, CONTRACTOR SHALL INSTALL STORMWATER POND AND EMERGENCY SPILLWAY CONCURRENT WITH EROSION CONTROL MEASURES AND USE POND FOR TEMPORARY SEDIMENT STORAGE. AFTER PERMANENT GROUNDCOVER IS ESTABLISHED, CONTACTOR SHALL DEWATER POND AND REMOVE ACCUMULATED SEDIMENT AND RESTORE POND TO THE GRADE AND CONTOUR INDICATED BELOW, ALTERNATELY, THE CONTRACTOR MAY 'OVER -EXCAVATE' THE POND DURING INITIAL INSTALLATION TO ALLOW FOR SEDIMENT ACCUMULATION. HOWEVER, AFTER PERMANENT GROUNDCOVER IS ESTABLISHED, THE CONTRACTOR WILL BE REQUIRED TO DEMONSTRATE TO THE ENGINEER THAT THE APPROPRIATE GRADE AND CONTOURS ARE PROVIDED. E(ev. 'B' SEEDING SCHEDULE NOTE, ONLY AREAS ABOVE PERMANENT POOL SHALL BE SEEDED. VEGETATIVE SHELF SHALL NOT BE SEEDED AND SMALL BE ALLOWED TO GENERATE NATIVE VEGETATION. SPREAD 4' TOPSOIL OVER AREAS TO BE SEEDED AND ESTABLISH UNIFORM GRADE PRIOR TO SEEDING APPLY LINE AND FERTILIZER AND WORK INTO SEED BED, DISTRIBUTE SEED U IFORNLY AND COVER LIGHTLY. APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY WITH STRAIGHT BLADE DISC IN FLAT AREAS AND WITH ASPHALT TACK WHERE SLOPES EXCEED 4%. MATERIAL APPLICATION RATE LIME 2 TONS/ACRE WX ATE 600 POUNDS/ACRE FERTILIZER(10-10-10) 1000 POUNDS/ACRE APRIL - JULY FESCUE, KY-31 50 POUNDS/ACRE BERMUDA CHULLED) 10 PONDS/ACRE JANUARY - MARCH FESCUE, KY-31 50 POUNDS/ACRE BERMUDA (UN HULLED) 20 POUNDS/ACRE RYE (GRAM) 25 POUNDS/ACRE SEPTEMBER - NOVEMBER FESCUE, KY-31 50 PONDS/ACRE MULCH 2 TONS/ACRE ASPHALT TACK 300 GALLONS/ACRE NOTE- OWNER MAY VARY SEEDING TO CONFORM TO LANDSCAPING REQUIREMENTS, HOWEVER, WEEPING LOVE GRASS SHALL HOT BE USER Outlet Structure (See Detail) Elev. 'E' (100 yr storm) .T7 10, Elev, 'D' 110 yr storm,) 1w 3' Veg, Shelf Elev. 'C' (I'Design Elev.) V Elev. 'B' Permanent Pond Draw Down Orifice 1 (See Detall) 1 Elev, 'A 1' Bottom 77, Vegetated Shelf Plantings (See Planting Scedule) Main Pond CONSTANT POND SURFACE AREA 13,245 S.F. 8 EL= 36.00 V DESIGN SURFACE AREA = 13,478 S.F. 8 EL= 37.34 APPROX. TOTAL POND VOLUME = 42,684 CF ACTUAL FOREBAY VOLUME = 8,553 CF (20.0% OF TOTAL VOLUME) PLANTING SCHEDULE NAME PLANTING SCHEDULE APPLIES ONLY TO VEGETATED SHELF AND VEGETATED FILTER. SPREAD 4' TOPSOIL OVER AREAS TO BE PLANTED AND ESTABLISH UNO'ORM GRADE PRIOR TO PLANTING PLANT ANY TWO (2) OF THE FOLLOWING SPECIES WITHIN THE LIMITS OF THE DESIGNATED VEGETATED SHELF AT A DENSITY NOT LESS THAN ONE PLANTING PER SQUARE YARD SCIENTIFIC MANECOMMON Peltandra virginia Arrow Arun Sa00ltarb tatifoug Arrowhead/Duck Potato Andropop&n vlrgw0cus Broonsedge Andropogen ptoneratus Bushy Bwrdgrass cottaill CYiroatoph�yltun DWOersun CoOntae Sclrpus pungens Connon Three Square Lome spp, Dudcweed Saururus cernuus Lizard Tall NWscus nosedxutos Marsh MMscus Pontederb cordate Pkkereleaed Potsn00eton pectiatus Pond Vead Learsb 0rysddes CutOross Co X �Reco does SclrpusvaUdus Soft Step DuUrush S=sm. Smartweed esus Soft Rush Nuphor tut" Spatterdock Paricun vergatun Swlttipress Accrue calaaus Sweet Flag Elodea conadensls Vaterwead VaUsrarb wwrHcana WKd Celery Zlzaria aquatic& Vltd Rke No 5 Bar 'U' Strap (Coat w/ Bitumastic) 12' No. 57 Stone Treatment Pond - Section Scale: None (Vertically Exaggerated) Embankment shall be constructed of uniform native material (free of excess silt, rock or gravel, debris or vegetative matter) compacted to 95% of maximum dry density In accordance with ASTM D1557 (8'-12' Lifts) Emergency Spillway (100 yr. Flood Etev.) Outlet Pipe (Size and Material per Dralnaoe Plan) \__Antl-Seep Collar Antl-Float Block ISee Detall) (60 CF Concrete) ELEVATIONS Al'll' SCHEDULE ELEVATION 30.00 DESCRIPTION MAIN POND BOTTOM 'A2' FOREBAY BOTTOM 30.00 'B' PERMANENT POND 36.00 'C' TEMP, STORAGE 37.34 'D' 10 YEAR FLOOD 38.52 'E' 100 YEAR FLOOD 38.66 Outlet Protection (See Erosion/Sed. Plan) Pond Dimensions & Layout Scale: 1" = 20' CONC FILL \ w z J Ld w z w U Riser TRASH RACK /(SEE DETAIL) 4 DIA. CORREGATED ALUM, RISER OUTLET PIPE INV, ELEV 'B' L 54' MINIMUM �, Anti -Seep Collar 4-3' ALUM ANGLES ALUMINUM TRASH RACK ATE H:CK STEEL RISER (SEE DET 6' DIA. CORR ALUM. PIPE DR11- 2_0' HOLE IN END CAP - TACK WELD HARDWARE CLOTH SCREEN OVER ORIFICE 18 6DIA. END CAP Trash Rack RISER (SEE DETAIL) 1 OUTLET INVERT Draw Down Orifice Outlet Structure Details No Scale POCUM I UlSao NOT RELEASED FOR CONSTRUCTION si REVISIONS a a12 g C inin 00 M C CV L Lu lT U O a i& C 3 cr X c y mU. C U y = 2 �:j Z > .I..) y Y O > O 1 O L CD Ln w a U •> o W W r') �s _ ry In IU _M > to O V n. rW NV W H� O • r•1 A TE-� V1 W 0.4 W W � V w w OL W CL CL 1+1 HS•4 O Z NAN F•�•4 rl SCALE: AS NOTED I DATE: 11 /21 /2006 PROJECT: 06-061 DRAWN BY: JC/DKN SHEET 3/3 F- M W X d n 0i L0 63 O 0 Cu In (U 0) 3 U 0 -0 +> / (3) 3 Z) O W Z J J W U N 1--r O O a Ul U N 0 L 0_ 13 J U EROSION AND SEDIMENTATION CONTROL NOTES: 1. Sediment control devices and structures shall be Installed, maintained and amended as needed to provide effective control of accelerated sedimentation until the contributing watersheds are stabilized. 2. Construction Sonuence: A. Notify Engineer, Owner and Land Quality Section prior to beginning construction. B. Install stabilized construction entrance. C. Solt fence shall be Installed at edge of clearing limits an all down slopes prior to initiation of clearing activities. Slit fence shall be maintained until the area Is stabilized completely. D. Excavate stormwater pond and utilize for temporarly sediment storage. Constructs permater morals and use as temporary diversion ditch to direct runoff to stornwater pond. E. Commence sib grading, Place and compact required IN materials. F. Immediately seed, mulch all disturbed areas not to be paved.. G. Maintain erosion control measures as needed to assure full NnctionoblAlty. GH Place CABC over compacted subgrade. Install asphalt surface course. H. Reseed and mulch shoulders and ditches. Install liners on all wades (and provide ground cover an all exposed elopes.) 1. Seed, fertilize, and mulch all disturbed areas within 15 days of completing any phase of the (Fading work. J. Permanent grcondcover for all disturbed areas within 15 waking days or no more than 30 calendar days following completion of construction. 3. Seedina Specifications Apply lime and fertilizer and work Into 4-6 Inches of soil. Seed mixture shall be distributed uniformly and covered with a dean straw mulch. All mulch shall be crimped or asphalt tacked to help hold In place. Material and application rates are as follows: Material Apolmtien Rate Lime 1000 lbs./ac. Fertilizer (10-10-10) BOO lbs./ail. Mulch 1.5 tons/cc. Permanent Seeding Comm: Bermuda (Unhulled Sept. 1 - April 1) 100 lbs./ore. (Hulled April - Sept. 1) 75 lbs./ac. 'Rebel" Femme 50 lbs./ail. Rye Grain (Sept 1 - April 1 only) 50 lbs./ac. German Millet (April 1 - Sept. 1 only) 50 lbs./ail. Dec. 15 - April 1 Kobe Lespedezo 50 lbs./ac. Rye Grain 100 lbs./ail. April 15 - Sept. 1 German Millet 40 lbs./ac. Sept. 1 - Dec. 15 Rye Grain 100 lbs./ac. 4. Contractor Is responsible for maintaining alll erosion control measures and amend measures as required to prevent accelerated erosion from taking place an this site. 5. Once all areas have been stabilized, contractor Is to remove temporary erosion control measures, regrods, & mulch to restabilln these areas. 6. For additional requirements, see the approved erosion and sedimentation permit. AREA 010 DIAMETER GRADE LENGTH VELOCITY PIPE (acres) (cfs) (inches) I%) (if) (fps) "A" 0.32 1.92 15" 0.57 30 'B' 0.70 4.20 15" 0.65 310' 4.7 "C" 7.29 43.7 36" 0.65 72 8.5 Q=CiA RCP - Reinforced Concrete Pipe tc=5 min. LF - Linear Feet i10=7.50 in/hr. FPS a Feet per Second C=0.80 (COMPOSITE) NOTE: 1. Contractor shall use RCP or DIP for all pipes underneath asphalt or concrete traffic areas. Contractor may use RCP, DIP, PVC or HDPE (2 wall) in all other areas. ' Incl. Flared End Section RIP RAP SCOUR PAD SCHEDULE Sized using NYDOT Dissipator Charts. VELOCITY LENGTH WIDTH TYPE RRSP I (fps) ZONE feet feet STONE 1 4,7 2 8 4 C1"E" 2 8.5 2 18 9 C1"B" CI L 30' ASPHALT 3:1 MAX 24" CURB & GUTTER TYP. BOTH SIDES (SEE DETAIL) Now Curb bdslo sholl be conbuetkn In onlervece with ROBOT Newland D" mol an an Legend TEMPORARY GRAVEL CONSTRIICTIaI ENT/bff SODDING MULCHING OR TWP. DIV, DITCH LEV0. VPIWJM RP RAP ICC[I PAD (RIM) EXCAVATED DROP INLET PROTECTION (TEMP) Q FAOM DROP FRET PROTECTION (TEMP) BLOCK & GRAVEL INLET PROTECTION (TEMP) TENORAIlY SEDIMENT TRAP Q SST FIERCE - I ROCK DAM Q CHECK DAM ie- PROPOSED FINISH GRACE I� PROPOSED TOP OF CURB GRADE PIPE LABEL "A" 60 Sf CL "Bar WITHIN SELF STORAGE FACILITY MU (WITHIN RRSP/2 STONE C' 15,'; PERIMETER OF PROPOSED FENCE). FOR PAVEMENT / ON ROAD, SEE SEPARATE DETAIL. 3:1 MAX N Weyerhaeuser Co. FES Internal Paving Detail DB. 342, Pg. 431 INV-35.53---- NO SCALE _ SF9.5 SCHEDULEITO BE USED Street Cross Section `'° ONLY. _ - � ! NO SCALE _ c \ / p' PCC6ss ---------- 41. a �\ I ----- --� O 1.00X ---------------------- _� _,W 4909'S7' --'- DISTURBANCE UMIT---__-- -- \_"T - \ 4' 8" Dow FOOTM Curb Inlet Detail NO SCALE 1-1/2' BCSC Superpove 11117t Type S9.5B 1111111111 BO 00 00 So0000 O°00 00 ° ° O° 6' STONE ° ,WC 00 0 ° o o tCMi THIS DETAIL TO BE USED FOR ASPHALT M�SWILL PROVIDE A CERTWZD Net ROADVAY YEC ML4N AT ALL TOES a' ASPHALT. TECHICIAN NHALL FEWU M ALL TESTING MID DOCM[NTATDIN AS RMWO DY MCOV'S DUALITY CONTROL PROGRAM e!r far ��% •�� .1c" Pond ---_-T 142.351 `}43_12I „'• / Y ' 1i••__ , \ -- _-_�FFr43.$b - - - - - - -- \ ------ - z °, - -0� 42.77 - - - - ---- go- 43.92 Typical S Storage Building _ .�4•. q,LARDs ATE CaRNERs <TYP. I \� \\ yr\\ \\\ O rI \ \ I 11 1.00 / \ 78 SY CL\\ IN 37.86 j "8 \SSTONE \ I , r \ f� \ \ \ f \ \\ Exist. Pavement f \ f \ \ \ Coastal Contractors, Inc. REVISIONS Dec. 8, 2006 Per DWO to 'to and NC Hwy 24 Vicinity Map NOT TO SCALE FF-44.50 3.58 C. `1t ` 15 SY CL '8" I FF-45.25 [r,� GATE caNraaL --- FF-45.QO - - - - - - - - - - STONE (TYP) \30.01 - II \ \ \ \ \ \ u \\ \ I 4. 1 02 t 7 .17' 44. 4. 2 43 9,01 r \\\\\\ II \ A% `\\ I 17 45.17 0 V' 4 . 0 GATE \ \ ZDo Prop Fene core cat 34 44.26 I I 1 I R/W -- --- -- --- - ------- ---------R/W TC-42.53 --------- t VX \ �4$� 1 TCr45.46 TCar44. 7 CUPS GUTTER-� INV-39.86 ) EXISTING ROAD 9-8 FUTURE NORTH CREEK DRIVE / _ _ w _I I � NORTH CREEK DRIVE 60 R/W .;.;;;•., S 42'02'39' E - _ _ _ caac, CURB & wTrtJe _ Q14LT�RBAN�E OMIT •• R/W R/W \ \ \\ \ \ // ��\ \ 908.05 R/W-__- \ _-__--___________________ ____ __Z -- \\ \\\\ \ MIM FFAABBRICOREORv�ALENT ANT� To NRE 50' MIN. \ \ NTH METAL CUPS OR NRE AT e' OFF M�Vv\\ \ 2 , CHANNELS NE S ON METAL NRE HOOKED ENTD YN. LENGTH � \ \ \ OHNIt15 all METAL POSTS. DIt FASTENED EERIER. \` \\ \\ 7\CFAAR OR w= POSTS N7H Mo. a STAPLES \\ SEDUMT W LEVEL IS REACHED MAXIMUM SEDIMENT STORAGE LEVEL OK Sam 5choduls SECTION \ OR AS DIRECTED BY INSPECTOR. \ =1 12 MIN. � \\ \� -�' �-�� (SEE MOTE) \� \ PLAN VIEW 1. None one - Use MSIA Mar No. 2 (2-1/2' to I') or AASHTO ��/ anlpwtlon M43, slu No. 2 ( 2-1/r to I-1/r). Use A rD. cashed stone. 2. Length - As eRoatl», but not lam Mon 50 foot 3. TNdnam - Not less Own sh (6) lndh 4. Ndth - Net loan Men U Width N N Pelnte of heron or spross. Minhrawn of 12'. S Washing - when noemewom whoMs anal be domed to rwnavo modh as t prior to who onto public right -ate way. Win waehhe Is required. ItMeg be done on n no wtabRzed NU oa uebw wtons which drake into an mWhmeha M Poem t m tetedh m "to" my or wdkrmt storm All t Mrm drdn or watwea"w through Use N eandbeqw, grevd, boards or othor approved methods. r MNQM s. Maintenance - The who " be melnh' in e 00 condition which will prevent tracking or Some N 1 a 9 nt onto public A6htm-ot-wo} 1Ms may npM1e d and repair aywt/Mor cleonout M my measures usM to hap adknnt AN made a I. mPMliaL dropped. moil or badaod me public rIghto-of-way met be reeved hmnedlately. Temp. Construction Entrance i� 35 7 �A L� LIMIT p0__l 'Oj• \\ \ \ \\ \\ \ \ \ 1 �.�� I I \-_FF-44.25 t 15 SY CL "B" \"\\\ \ \ \ \\ \ \ / i 1 STONE (TYP) \ \r,�1 4.17 2 506276.61 sq. ft I 11.62 Acres I 44.7 \\ \ \ \ _ L`_, Typical Storage Bu6ding \ \ \\\ \ \ 0 4' BO LARDS I aiar�RVP.S��• �- 45.17 2 PLAN VIEW ---IDi- -NATURAL GRADE 1/2 D -COM NTH SOL AND TARN BACMM. RIN RAP 1/3 D AU. GEOTEXIIL (TYPE PER - CARRY 6' OF WIRE INTO TRENCH. CARRY APPROX. Ir OF FABRIC INTO TRENCH FILTER FABRIC LINE PUN) RP RAP METAL, CWAIR Olt 4'X4' 1REA1E0 WOOD POSTS AT 6' 5ECTION VIEW OFF CUM MAXIMUM. CEDAR AND WOOD POSTS SHOULD BE 3' DEEP M MMIIN. 1. D = INSIDE DIAMETER OR VMDTH OF CULVERT 2. MINIMUM STONE THICKNESS TO BE TWO TIMES SPECIFIED STONE DIAMETER Silt Fence Detail Rip Rap Scour Pad NO SCALE NO SCALE TEMP CON ENTRANCE N MORTON CONSTRUCTION CO., INC. DB. 1637, Pg. 427 WIDTH • DEPTH . 6 ESTABLISH GROUND - COVER PER SEEDING /SPECIFICATIONS r 4' MIN EXIST GRADE DEPTH PER SITE PLAN LINE CENTER OF SWALE W/ EROSION CONTROL BLANKET (CURLEX 1 BY AMERICAN EXCELSIOR OR EQUAL). INSTALL CL 'B' STONE LINING WHERE SPECIFICALLY REO'D BY DRAINAGE PLAN. 1 Swale Detail NO SCALE b' RAD. 3' RAD. :111CONIC N T !4! 24' 24" Curb & Gutter NO SCALE PAVEMENT 4, Concrete Curb NO SCALE r, 7 \ Ip I Exist. I Exist. Pavement Building \ (116 North Creek Dr.) 1 Exist. Parking I5�Z)9o�,M5 3001 Z f J3U I I \ EXistih I 9 Drive $ INLET n •� TC-42.53 INV-40.03 SPECIAL NOTE CONCERNING WETLANDS THIS SITE CONTAINS NO WETLANDS WITHIN THE LIMITS OF CONSTRUCTION. DISTURBED AREA - 5.4 ACRES pC` 0 01 00 NOT R,11a.. p FOR INSrTRUCTION BOUNDARY/TOPO SURVEY AND BASEMAP PROVIDED BY. CHARLES F. RAWLS & ASSOCIATES 1117 Berme* Boach Read, P.O. BOX 1129. BBANBBORO, R.C. INN GRAPHIC SCALE ( IN FEET ) I inch - 50 fL Q a� m of S C � � pl C 00 N N to L u.l O .. tJ O LU iC1 C l-X Of Cn O N m C: U y = 2 Z � N W ]C 3 t0 > mo O O O nn O W ru t7 II .4J V)Go C m n v Z Lai rM Z lu u o_ (L „hhn�nnN'b �• P 0% :00 �( U:w L c,Y, . Lob , Z J Q' 3 � cu Z 4�3 Eaaaal A J� W U� J OJJ Q Z WO Q i� a O � CIO 00 Of OL 0. W a W O H O � U Y Z O 1 0 0 ^ F� Q Z co rO �{ W p (-a� naoAe arr-et, 5upp yif'nerj-�- SCALE: 1 " = 50' DATE: 11 /20/2006 PROJECT: 06-061 DRAWN BY: JC/DKN SHEET 1/3