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HomeMy WebLinkAboutSW8980708_APPROVED PLANS_20000815 (2)STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW8 q g 07 102 DOC TYPE ❑ CURRENT PERMIT APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE 200o Og 15 YYYYMMDD S C- EROSION CONTROL NOTES SEQUENCE OF CONSTRUCTION 1. CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION AT ENTRANCE 2. INSTALL ALL SILT FENCE ON SITE 3. CLEAR & GRUB SITE 4. CONSTRUCT POND (IF POND TO BE USED FOR SEDIMENT TRAP DURING CONSTRUCTION, POND TO BE CLEANED OF SEDIMENT TO PERMITTED DEPTH) 5. CONSTRUCT SITE DRAINAGE COLLECTION SYSTEM AND COMPLETE SITE GRADING 6. UTILIZE TEMPORARY DIVERSION DITCHES AND SEDIMENT FENCES TO PREVENT SEDIMENT FROM LEAVING PROJECT LIMITS 7. PROVIDE ADDITIONAL SEDIMENT FENCE, IF NECESSARY, AROUND TEMPORARY STOCKPILES AND BACKSLOPES 8. CONSTRUCT BUILDINGS AND PAVEMENT 9. SPRIG, SOD AND PLANT UNPAVED SURFACES WITHIN 30 DAYS OF BRINGING SURFACES UP TO FINAL GRADES 10. CONTRACTOR SHALL CLEAN AND RESTORE TO PRE -CONSTRUCTION CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTENTLY BE I DAMAGED DUE TO THE FAILURE OF THE EROSION MEASURES 11, AFTER SITE PAVING CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL FINAL INSPEC?ION AND APPROVAL. 12. REMOVE REMAINING TEMPORARY EROSION CONTROL MEASURES UPON APPROVAL. 56 SF CLASS B RIPRAP UPSTREAM WIDTH = 6.0 FT DOWNSTREAM WIDTH = 8.0 FT LENGTH = 8.0 FT DEPTH = 18 IN MANHOLE RIM = 47.20 INV IN = 43.00 (18-INCH) INV IN = 43.90 (15-INCH) INV OUT = 42.90 / N/F BLANTON DB. 1285 PG. 224 DROP INLET RIM = 46.40 NOTE: 1) ALL BUILDINGS SHALL HAVE ROOF DRAINS THAT WILL BE DIRECTED TO THE STORM DRAINAGE COLLECTION SYSTEM OR FOREBAY OF THE POND. 2) THERE ARE NO WETLANDS ON SITE. 3) LANDSCAPE TIMBERS TO BE PLACED AROUND ALL LANDSCAPE ISLANDS. 4) VEHICULAR USE AREA = 17,794 SF REQUIRED LANDSCAPING (87) = 1,424 SF PROVIDED LANDSCAPING - 1,429 SF 5) ALL LANDSCAPING TO MEET NEW HANOVER COUNTY REQUIREMENTS DROP INLET PROTECTION (TYP.) PROPOSED BERM EXISTING EDGE OF PARING LOT ELEV 47.6 I __...� DROP INLET RIM = 46.70 CLEARING LIMITS T-SILT FENCE INV = 43.75 4-INCH PVC SEWER SERVICE TEMPORARY GRAVEL^ CONSTRUCTION ENTRANCE-� FISTING SANITARY SENN CIEANOUT EXISTING 1e' RCP ' 1 r' 4b Ct "` �CirC\ t u" t i ,1 44` t, �. y ® k,. - b'- ®� SPHALT `;-hr+DO�";,a 0 ,r�U ;,::, 20 L.F. 18" RCP i :P6 II �b GRASSED „ MCA Ps ASPHALT + Ft 4 if j' W HO SE S O,RAG , + �� ss F.F. 7.10. W I- I � %/' � � I ;�xr x�1c xY`j�v Il W ���\ OUTD OR STORAGELOUrTDOOR STORAGE a z71 SF -( g<a i� �eO `, `�``„� `I W N/F MCDOWELL r� as L - i� DB. 1883 PG. 258 P� 6� 47 Z� f INV = 44.25 Q f- 15: ,. i 46' •° P2 a69 G� x "r x'r EL 476 y Y, ;BOAT $t TRAILER ; : >� Pal, rr ' ` I r STORAGE x.; �W T 3 1 IMF I O ® ® r v. ` ,T< . Y'4 zw a0 ' r I 1 ® ,T! +f x X X: Q `,..-,�.., I F d 'h vx `rx;! x x` O . 1 Q i '± -T 0 �✓ x�, ✓ 4x �',1C .! j; W �1' 'y; x -', ¢ M M 1 EIOSTNTG SANITARY SEWER CUEANOUT GRA L DRIVE_N k`;✓ X ?vY:': w l r 1. ��� : `xrY /, r `1 `C s !! 3 } ` I BOAT & RAILFFR 740 t RETAIL cr - 1 X �. z ' F.F. 4 / :13 .1.'T�,, L 47,5 Tn^ • -47 � T,�< .•'� .r < � 'Z z V' r T tp i , 3 7. , V ,�� .1,; >' STO AG W / `. E :xx ✓�s r tiT, ;,�xxry; , yt I .� n U v ' x - x 1, ��' / b 00 FISTING EGGS OF PAVEMENT I 1 I �R'AS�LIJ"�•- -_ .eJ b �. ✓ f ,.��. +C' s j• T I - -- - --- - _ t _ _ .. GRASSED o r x, xr x,: - '�7� �" 'E,."x-,,!' •-_J'' �. k i-. .s�./ I<" X :�C ..f. Y, iC X %l, `l 16. •,.ti J, :< Q.-_. .V •. 195 S.F. CLASS B RIPRAP +' 31.5 SF CLA RIP�R�A%P UPSTREAM WIDTH = 4.5 FT WI,I=61�1 FT FT LENGTHDEPTI} IIDOWNSTREAM -10 8 IN 3 �2 10 J 10.0 AT&T EASEMENT a DB. 1248 PG. 1326 f Z O 0 DEVELOPER TERRELL HORTON 2412 HIGHLAND DRIVE WILMINGTON NORTH CAROLINA 28403 L MANHOLE RIM = 47.20 INV IN = 43.00 (1-t-INCH) INV IN = 43.00 (15-INCH) INV OUT = 42.90 ' N/F LEWIS DB. 1398 PG. 1993 RIM = 46.60 INV IN=42.14 INV OUT = 41.22 N/F HENEGAR DB. 726 PG. 488 3177 WRIGHTSVILLE AVENUE WK WILMINTON,(910) 203 910) 762-424200 Engineers DICKSCT3ilI Raleigh, NC Asheville, NC Planners Columbia, SC Charlotte, NC Surveyors -- EIP -- CLEARING OMITS) DROP INLET '-DROP INLET ______RIM = 46.60 RIM = 46.60 INV_=-_42.55 INV = 42.97 N/F THOMPSON ebu DB. 1296 PG. 1697 REV. NO. DESCRIPTION DATE R E V I S I O N S DRAINAGE CULVERTS PIPE NO. TYPE SIZE IN. LENGTH FT. SLOPE % INVERT IN ELEV. INVERT OUT ELEV. P-1• HDPE OR RCP 18 73 0.30 41.22 41.00 P-2 HOPE OR RCP 18 138 0.30 42.55 42.14 P-3 HOPE OR RCP 18 138 0.30 42.97 1 42.55 P-4 HDPE OR RCP 15 88 0.30 43.23 42.97 P-5 HDPE OR RCP 15 172 0.30 43.75 43.23 P-6 HDPE OR RCP 15 30 0.30 44.00 43.90 P-7 HDPE OR RCP 15 42 0.30 44.43 44.00 P-8 HDPE OR RCP 18 8 0.60 44.05 44.00 P-9 HDPE OR RCP 18 78 0.30 44.00 43.76 P-104 HDPE OR RCP 24 13 0.30 43.76 43.72 • LENGTH INCLUDES A FLARED END SECTION 1(Pz (, �U") 4� Q� 5� MARINE WAREHOUSE r N/F. THOMPSON 06. 1296 PG. 1699 aac?,11LO EX SSIAH RIM - 4, 97 I INV - 41.2D 1 I I 1 i rn SCALE IN FEET ( 15 0 15 30 45 SCALE: 1" = 30 FT APPROVED NORTH CAROLINA ENVIRONMENTAL LEGEND MANAGEMENT COMMISSION DIVISION OF WATER QUALITY 14 CONTOUR Date2Z EDGE OF PAVEMENT Stormweter Permit No Sw - - PROPERTY LINE M EXISTING STORM DRAIN CULVERT PROPOSED SILT FENCE rem : CLEARING LIMITS 01v c�SGfn�1�U �S between :wl;coko 40tc5. STORMWATER j�ECEIVE i�nl{f JUL 101998 PROJ GRADING, STORM DRAINAGE & EROSION CONTROL Sheet No : C111=112 Of -.y r ' �u1_I,r"J 3 3 a N/F McDOWELL DB. 1883 PG. 258 t 300.0 R 1 40.0 R 32/ R — I I t o m 1 � I ;? o ROPOS D STOR GE BUI DINGS i i \ I 10.0 AT&T EASEMENT I` DB. 1248 PG. 1326 5.0 R N 109.5 R � POND DIMENSIONS 1" = 20' DEVELOPER TERRELL HORTON 2412 HIGHLAND DRIVE WILMINGTON NORTH CAROLINA 28403 J- 3 N/F LEWIS DB. 1395 PG. 1993 0 138.E R ' N/F HENEGAR DB. 726 PG. 488 3177 WRIGHTSVILLE AVENUE W K WILMINGTON, (910) 76 24203 (910) 762-4200 Engineers DICKSON Raleigh, NC Asheville, NC Planners Columbia, SC Charlotte, NC Surveyors 1w.6 R 318.7 R REV. NO. DESCRIPTION DATE R E V I S 1 0 INS N/F BLANTON DB. 1285 PG. 224 0 0 90.6 R 41.9 R n v t n EIP 171.8 R 233.E R n t ® o 07.0 R 4.0 FT t — �0� 4 P (-35.8 R 13.0R m o I 25 FT RA ro 271 SF m I I } 14.5 R o, -•i 15.5 FT o 33.8 R t C18.0 R I w I � Y I m � � 740 SF1 PROPOSED BUILDING wg• I w z4.o R 25 R RADIUS I w 4.0 R 1 i� 1 t N 209 SF 209 SF 4 CI t N Wo FT 18.5 R I— 30.0 R -1 100.0 FT n 0 -F EIP 124.0 R N/F THOMPSON I N/F THOMPSON DB. 1296 PG. 1697 UB. 1296 PG. 1699 I PAVING NOTES: ASPHALT PAVING: 1 1/2" 1-1 6" ABC COMPACTED SUBBASE PAVEMENT MARKING NOTE: ALL PARKING AREA PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND THE AMERICAN'S WITH DISABILITIES ACT USING PERMANENT PAVEMENT MARINE WAREHOUSE — 99.8 R t t � o N n n 38.0 R I � I DIMENSIONED LAYOUT & PAVING PLAN I-- I-- LIJ LI Y LLJ Of CQ ,�^ G V / Sheet No : C1111111111111113 Of L:1 Dwr ATTACH GRATE TO CULVERT 2" - 3" COARSE AGGREGATE LINE WIRES MIN. _ #12-1/2 GUAGE VARIES AS DIRECTED BY ENGINEER (10' MAX.) wr avcrrvu Mnv. Flu uuY' STAY WIRES MIN. #12-1/2 GUAGE \ / BOTTOM STRAND MIN. #10 GUAGE \ / STEEL OR WOOD POST GALVANIZED BAR GRATING 1" x 1/8' BEARING BARS. FASTEN WITH J-CLIPS, ATTACH TO A 1 1/4" x 1 1/4" x 1/4" GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF OUTLET STRUCTURE 1-INCH STORAGE ELEV. = 44.95 T FILTER FABRIC TEMPpRARY CpN TR�JCTION ENTRANCE/Jr N.T.S. FILL SLOPE NOTES: GROUND LINE I z _ 1. WIRE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHAD, HAVE A MINIMUM OF 6 M 2'-2" \\ LINE WIRES W/12 STAY SPACING Zo 2. FILTER FABRIC SHALL BE A MINIMUM OF o I \ \ 36" IN WIDTH AND SHALL BE FASTENED ADEQUATELY TO THE WIRE AS DIRECTED BY THE ENGINEER 3. STEEL POSS SHALL BE 5' 0" IN HEIGHT F o= : a _1 AND BE OF SELF FASTENER ANGLE STEEL TYPE 0_o 4. WOOD POSTS SHALL BE A MINIMUM OF 6' 0 M IN HEIGHT AND 3" OR MORE IN DIAMETER / \ WIRE FABRIC SHALL BE FASTENED TO WOODEN POST PTH NOT LESS THAN #9 WIFE STAPLES 1-1/2 LONG / i i� ANCHOR FILTER FABRIC SKIRT AS DIRECTED BY THE ENGINEER SEEDING MIXTURE RATE (LB/ACRE) PENSACOLA BAHIAGRASS 50 SERICEA LESPEDEZA 30 COMMON BERMUDAGRASS 10 GERMAN MILLET 10 SEEDING DATES: APRIL 1 - JULY 15 APPLY 4000 LB/ACRE GRAIN STRAW FOR MULCH APPLY 3000 LB/ACRE GROUND AGRICULTURE LIMESTONE APPLY 500 LB ACRE 10-10-10 FERTILIZER BERMUDAGRASS MAY BE REPLACED WITH 5 LB/ACRE CENTIPEDEGRASS PERMANENT SEEDING GUIDELINES FOR TEMPORARY SILT FENCE DETAIL N13 PRECASE BOX (24" X 24") I'.•I I I IE 44.00 NORMAL POOL EL. 44.00 U OUTLET CONTROL PIPE A 1" PVC PIPE a° NOTES: 6" EXTENDED BASE FALL SEEDING MIXTURE RATE (LB/ACRE) WINTER AND EARLY SPRING SUMMER RYE (GRAIN) 120 SEEDING MIXTURE RATE (LB/ACRE) SEEDING MIXTURE RATE (LB/ACRE) RYE (GRAIN) 120 GERMAN MILLET 40 - SEEDING DATES: DEC 1 - APRIL 15 ANNUAL LESPEDEZA (KOBE) 50 APPLY 4000 LB/ACRE GRAIN STRAW FOR MULCH SEEDING DATES: APRIL 15 - AUG 15 APPLY 2000 LB/ACRE GROUND AGRICULTURE LIMESTONE OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY APPLY 4000 LB/ACRE GRAIN STRAW FOR MULCH APPLY 1000 LB/ACRE 10-10-10 FERTILIZER COVER IS NOT TO EXTEND BEYOND JUNE. APPLY 2000 LB/ACRE GROUND AGRICULTURE LIMESTONE SEEDING DATES: DEC 1 - APRIL 15 APPLY 750 LB ACRE 10-10-10 FERTILIZER APPLY 4000 LB/ACRE GRAIN STRAW FOR MULCH APPLY 2000 LB/ACRE GROUND AGRICULTURE LIMESTONE APPLY 750 LB ACRE 10-10-10 FERTILIZER A Z v v m 01, A �sL A OUTLET PIPE .a. ao a D d� m U) a - 4 -0" PLAN NOTE: FRAME AND GRATE TO BE STANDARD CITY OF WILMINGTON CAST IRON FRAME AND GRATE DEWEY BROS. CH-BN-3A DROP INLET N.T.S. DEVELOPER TERRELL HORTON 2412 HIGHLAND DRIVE WILMINGTON NORTH CAROLINA 28403 ------------- TEMPORARY SEEDING 8" 2, 8" o V Ut a STEPS INLET PIPE � �: • CLA55 A CONC. 6'ia i SECTION "A -A" CONTINUOUS CONCRETE COPING 3/4" CEMENT PLASTER TYP. ALL SIDES OUTLET PIPE 3177 WRIGHTSVILLE AVENUE WK WILMIN(910) 76 24203 (910) 762-4200 Engineers DICKSON Raleigh, NC Asheville, NC Planners Columbia, SC Charlotte, NC Surveyors l ESER PARKING Bottom of ® R7-8a Big f7 WIMIIM ra� tt a SIGNS TO BE MOUNTED ON WALL OF BUILDING Finish Grade 15" CULVERT 1. CATCH BASIN BASE SHALL BE PRECAST CONCRETE AND CONFORM TO ASTM C-478. 2. OUTLET CONTROL PIPE SHALL BE 1 INCH SHC-40 PVC PIPE W/ 45' BEND 3. FRAME & GRATE SHALL BE DEWEY BROS. NO. CH-BN-3A OUTLET CONTROL DETAIL N.T.S. I PLAN VIEW NOTES La=LENGTH OF APRON TREVIRA SPUNBOUND TYPE 5-1115 d=DEPTH OF RIPRAP OR APPROVED EQUAL FILTER FABRIC SECTION A -A RIPRAP OUTLET PROTECTION DETAIL N.T.S. F1sERv>: PARKMG Bottom of ® R7-8o sign -7 e Legend and Border. Green RESERVE Fite Symbol On Blue Background Background: White PARKING Type R7-8a Parking Sign Approved For Use Under General Statute 20-37.6 TOP OF BANK ELEV 47.0 3:1 SIDESLOPE 6:1 SIDESLOPE BEGINS AT ELEV 43.0 AND ENDS AT ELEV 44.00 A �e ELEV 47.0 1 STAKE AT EACH CORNER -�------ram BO C 30X NC� r 1-INCH STORAGE ELEV 44.95 NORMAL POOL ELEV 44.00 _ _ 10 FT_ _ _ _ NORMAL POOL ELEV 44.00 _ _ 3:1 SIDESLOPE 3.1 SIDESLOPE FORE BAY BERM ELEV 44.00 BOTTOM ELEV 41.0 POND BOTTOM BOTTOM ELEV 39.50 A 3.1 SIDESLOPE 3:1 SIDELOPE ELEV 47.0 3:1 SIDESLOPE ELEV 44.0 ELEV 44.0 ELEV 43.5 12 FT CLASS B RIPRAP 12-INCH THICK SECTION A -A TYPICAL POND X-SECTION N.T.S. STAKES I 1..................II SILT BARRIER 1......'.'..'..'..'.'.'.'.'.11 FENCE GROUND �.................'.}I 1..'...'.'.............tI I I II I' fl II SILT BARRIER FENCE SECTION A - A NOTE: FOR CURB INLETS AND DROP INLETS DROP INLET PROTECTION DETAI_ N.T.S. I� SCORED LINE 1" 1 EEP ' EXPANSI N JOINT 1%2" PLAZA 6" DRIVEWAY APRON EXISTING 35'-0" PLAN 3:1 SIDESLOPE ELEV 47.0 6:1 SIDESLOPE BEGINS AT ELEV 43.0 AND ENDS AT ELEV 44.00 5' PLAZA PAVEMENT 10' TO 12' VARIABLE 1/4 PER 10 EXISTING PAVEMENT EXPANSION JOINT SECTION A -A legend and Border. Green DPENAILUTMY Background: White lx6 ACROSS ENTIRE OPENING FOR R7-8d Penalty Signs Are CONSTRUCTION ONLY Required n Accompany All PAVEMENT 3 4" DRIVEWAY R7-8 or R7-8o Parking Signs Erected After December 31,1990 SQUARE EDGE OF EXISTING PAVEMENT CAR zk.;�ocsSi .4-1'� FORMING DETAIL ''_� DRIVEWAY FOR STREETS WITH NO CURB HANDICAPPED SIGN DETAIL N.T.S. REV. NO. DESCRIPTION DATE R E V I S 1 0 N S MARINE WAREHOUSE N.T.S. MISCELLANEOUS DETAILS Sheet No C111111114 Of �,PRO.iEC 15t9: 19�`.91 I E\51?E LDAG a EROSION CONTROL NOTES OUTLET DETAIL N/F McDOWELL DB. 1883 PG. 258 195 S.F. CLASS B RIPRAP 6 pU 0. I / PI31.5 SF CLA RIPRAP UPS TREA pOWNSTREAM I MEN TH = DEPTH 6.0 FT �} =618 IN r 10.0 AT&T ASEMENT DB. 1248 G. 1326 Iz o o I Im DEVELOPER TERRELL HORTON 2412 HIGHLAND DRIVE WILMINGTON NORTH CAROLINA 28403 56 SF CLASS B RIPRAP UPSTREAM WIDTH = 6.0 FT DOWNSTREAM WIDTH - 8.0 FT LENGTH = 8.0 FT DEPTH - 18 IN T//{��� MANHOLE RIM = 47.20 / INV = 43.80 Cb rs a y`a' s�o s o A F RIM = 46.60 MANHOLE INV IN - 42.14 RIM = 47.20 INV OUT - 41.22 INV IN = 44.05 (18--INCH) INV IN = 44.05 (15-INCH) N HENEGAR INV OUT = 44.0 ' DB. 726 PG. 488 N/F LENS ' TEMPORARY ROCK CHECK DAM DB. 1398 PG. 1993 Ql W/ SILT BASIN SILT BASIN LENGTH = 11 FT WIDTH = 5 FT DEPTH = 3 FT Ek 3177 WRIGHTSVILLE AVENUE mr W K WILMIN (910) 6 24203 (910) 762-4200 Engineers DICKSON Columbia, NC Asheville, NC Planners Columbia, SC Charlotte, NC Surveyors DRIVE SEQUENCE OF CONSTRUCTION 1. CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION AT ENTRANCE 2. INSTALL ALL SILT FENCE ON SITE 3. CLEAR & GRUB SITE 4. CONSTRUCT POND (IF POND TO BE USED FOR SEDIMENT TRAP DURING CONSTRUCTION, POND TO BE CLEANED OF SEDIMENT TO PERMITTED DEPTH) 5. CONSTRUCT SITE DRAINAGE COLLECTION SYSTEM AND COMPLETE SITE GRADING 6. UTILIZE TEMPORARY DIVERSION DITCHES AND SEDIMENT FENCES TO PREVENT SEDIMENT FROM LEAVING PROJECT LIMITS 7. PROVIDE ADDITIONAL SEDIMENT FENCE, IF NECESSARY, AROUND TEMPORARY STOCKPILES AND BACKSLOPES 8. CONSTRUCT BUILDINGS AND PAVEMENT 9. SPRIG, SOD AND PLANT UNPAVED SURFACES WITHIN 30 DAYS OF BRINGING SURFACES UP TO FINAL GRADES 10. CONTRACTOR SHALL CLEAN AND RESTORE TO PRE -CONSTRUCTION CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTENTLY BE DAMAGED DUE TO THE FAILURE OF THE EROSION MEASURES 11. AFTER SITE PAVING CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL FINAL INSPECTION AND APPROVAL 12. REMOVE REMAINING TEMPORARY EROSION CONTROL MEASURES UPON APPROVAL. +°� e / N 52033'21" 'HOUSE'STORAGE F.F./47.10 DROP RIM = INV = I AREA F REMAIN NATURAL FOR THE 33' BUFFER 1 5 ADDED CULDESAC & REDUCED STORAGE BUILDING SIZE 6/15/99 4 REVISED POND LAYOUT & CULVERT LENGTHS 1/14/99 3 ADDED STREETYARD AND SIDE LANDSCAPED YARD PER COUNTY COMMENTS AND ADDED NOTE ABOUT BUFFER AREA FROM RESIDENTIAL LOT 10/ 9829/ 2 REVISED DRIVEWAY LOCATION & CULVERT LENGTH UNDER DRIVEWAY 8/13/98 1 ADDED SEDIMENT TRAP IN FRONT. OF CULVERT PS 7/28/98 EV. RNO i DESCRIPTION DATE R E V I S I O IN I g4 A A NOTE: 1) ALL BUILDINGS SHALL HAVE ROOF DRAINS THAT WILL BE DIRECTED TO THE STORM DRAINAGE COLLECTION SYSTEM OR FOREBAY OF THE POND. 2) THERE ARE NO WETLANDS ON SITE. 3) LANDSCAPE TIMBERS TO BE PLACED AROUND ALL LANDSCAPE ISLANDS. 4) VEHICULAR USE AREA = 22.034 SF REQUIRED LANDSCAPING (8%) = 1,763 SF PROVIDED LANDSCAPING = 1,903 SF 5) ALL LANDSCAPING TO MEET NEW HANOVER COUNTY REQUIREMENTS N/F BLANTON DB. 1285 PG. 224 DROP INLET PROTECTION (TYP.) 8' LANDSCAPED STRIP EXISTING EDGE OF PARKING LOT I DROP INLET RIM = 46.40 _ jPROPOSED BERM ELEV 47.6 DROP INLET RIM = 46.70 rSILT FENCE INV = 43.75 (I/ .415ti +e° GRASSED .11 ® Q P5 +• +« ® eSPHAL O I 474 SF ,G� _ OUTDOOR STORAGE c- 271 sF s GQ G�P�v OUTDOOR STORAGE E� 47 6 �� A7 6 s ----ss Q0 7 z P4 EL 47.6 c` p tH' 6 BO Al BOAT r 8 1 +�. Q LIFT /� \o a� AREA RET IL BUILDIN� 30AT, &. T . ILER> ?? S ,� F. 49.1 \ +'J5ti EL 47.5 STORAG 209 SF R-5 47 50 _ _-- _ - 46 _ -S--52'47'50" 27-04 EIP 207.81r 47------'-__..__ _ DROP INLET APPROXIMATE CAAOPY OF RIM = 46.60 TREE TO BE REMOVED INV = 42.97 N/F THOMPSON I N/F THOMPSON DB. 1296 PG. 1697 DB. 1296 PG. 1699 DRAINAGE CULVERTS PIPE NO. TYPE SIZE IN. LENGTH FT. SLOPE x INVERT IN ELEV. INVERT OUT ELEV. P-1* HDPE OR RCP 18 62 0.30 41.22 41.03 P-2 HDPE OR RCP 18 138 0.30 42.55 42.14 P-3 HDPE OR RCP 18 138 0.30 42.97 42.55 P-4 HDPE OR RCP 15 88 0.30 43.23 42.97 P-5 HDPE OR RCP 15 172 0.30 43.75 43.23 P-6* HDPE OR RCP 15 40 0.30 44.00 43.88 P-7 HDPE OR RCP 15 42 0.30 44.18 44.05 P-8 HDPE OR RCP 18 8 0.60 44.05 44.00 P-9 HDPE OR RCP 18 82 0.30 44.05 43.80 P-10* HDPE OR RCP 24 28 0.30 43.80 43.72 * LENGTH INCLUDES A FLARED END SECTION AAk MARINE WAREHOUSE 4-INCH PVC SEWER SERVICE 47 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE T &UGE a wz STw z W x 1 =wl - EXISTING SANITARY SEVER CIEANOUT EXISTING 1e' RCP DISTURBED. AREA BOUNDARY A 32 L.F. 18" RCP LJ Lv Y W cif INV = 44.30 -\EXISTING SANITARY SEVER CLEANOUT EXISTING EDGE OF PAVEMENT EX SSMH RIM - 46.97 NV - 41.20 SCALE IN FEET 15 0 15 30 45 SCALE: 1" = 30 FT LEGEND is CONTOUR EDGE OF PAVEMENT PROPERTY LINE Ill WRIIIIIIIIIIII WM ■ EXISTING STORM DRAIN CULVERT -■-■ ■ PROPOSED SILT FENCE 11� CLEARING LIMITS DRAINAGE BOUNDARY FOR WET POND DIVERSION BERM GRADING, STORM DRAINAGE & EROSION CONTROL 15 Ic-119 NGINEERING DEPA;2T''._ . S: Sheet No CIIIIIIIIIIIII02 Of �PRO,IECTS\9729\SI TE \$HE5.DWG EROSION CONTROL NOTES SEQUENCE OF CONSTRUCTION 1. CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION AT ENTRANCE 2. INSTALL ALL SILT FENCE ON SITE 3. CLEAR & GRUB SITE 4. CONSTRUCT POND (IF POND TO BE USED FOR SEDIMENT TRAP DURING CONSTRUCTION, POND TO BE CLEANED OF SEDIMENT TO PERMITTED DEPTH) 5. CONSTRUCT SITE DRAINAGE COLLECTION SYSTEM AND COMPLETE SITE GRADING 6. UTILIZE TEMPORARY DIVERSION DITCHES AND SEDIMENT FENCES TO PREVENT SEDIMENT FROM LEAVING PROJECT LIMITS 7. PROVIDE ADDITIONAL SEDIMENT FENCE, IF NECESSARY, AROUND TEMPORARY STOCKPILES AND BACKSLOPES B. CONSTRUCT BUILDINGS AND PAVEMENT 9. SPRIG, SOD AND PLANT UNPAVED SURFACES WITHIN 30 DAYS OF BRINGING SURFACES UP TO FINAL GRADES 10. CONTRACTOR SHALL CLEAN AND RESTORE TO PRE -CONSTRUCTION CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTENTLY BE DAMAGED DUE TO THE FAILURE OF THE EROSION MEASURES 11. AFTER SITE PAVING CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL FINAL INSPECTION AND APPROVAL. 12. REMOVE REMAINING TEMPORARY EROSION CONTROL MEASURES UPON APPROVAL NOTE: 1) ALL BUILDINGS SHALL HAVE ROOF DRAINS THAT WILL BE DIRECTED TO THE STORM DRAINAGE COLLECTION SYSTEM OR FOREBAY OF THE POND. 2) THERE ARE NO WETLANDS ON SITE. 3) LANDSCAPE TIMBERS TO BE PLACED AROUND ALL LANDSCAPE ISLANDS. 4) VEHICULAR USE AREA = 22,034 SF REQUIRED LANDSCAPING (87,) = 1,763 SF PROVIDED LANDSCAPING = 1,903 SF 5) ALL LANDSCAPING TO MEET NEW HANOVER COUNTY REQUIREMENTS E GENC12! CLASS B RIPRAP N/F BLANTON I NTS EAM WIDTH = 6.0 FT DB. 1285 PG. 224 DROP INLET PROTECTION (TYP.) TREAM WIDTH = 8.0 FT H = 8.0 FT f = 18 IN / ��� \ EXISTING EDGE OF PARKING LOT PROPOSED BERM OUTLET UCTUMANHOLE / \� , 8' LANDSCAPED STRIP ` 4-INCH PVC SEWER SERVICE DETAIL EET C-/ / ELEV 47.6 RIM = 47.20 � / Exlsnec SANITARY SEWER aEANaur INV = 43.80 i DROP INLET DROP INLET SILT FENCE NIV = 43.75 G__ 47 -=- ��' EXISTING 1E' RCA RIM = 46.40 •.A ,.,� .3-2 TEMPORARY CRAWL 1 DISTURBED AREA BOUNDARY A' h T CONSTRUCTION ENTRANCE eb EIP a� N 52"33'21" W+ + EIP'-`--- Y:^'----`----,^--- -- EPie / / �58.13 v- PR L N/F McWAELL D:. 1883 PG. 258 GRAjl.EL DRIVE 195 S.F. CLASS B RIPRAP " SOTORAGE me GRASSED GAP � i OUTDOOR STORAGE BOAT LIFT AREA \r\ ASPHAL 6 O 132 L.F. 18" RCP OUTDOOR STORAGE a 271 SF ss CO. {'w} L II W Lu 47 6 47 6 (..D_ka -�� !�"�k' 1 Of LL.I ^� Q ti t / EL EL 47.6 �T Of , �I BOAT +TRA a W z 3 }i W r 0- ^3 ,� , ,ST RAGE.- LU z0-Ujla0 INV = 44.30 / EXISTING SANITARY SEWER OLEANOUT RETAIL BUILDING F49.1 0 `� - / IyYCy V)- -7 r w� :� t / .. \ +A " EL 47.5 a� E S EXISTING EDGE OF PAVEMENT -52 4' 2. - -- -- _ --a --- -- _ b250_-- -- _ _ _ _ _ 4T50" E _ _ -___� _ - 4s 8 52' _ P ,Q- 226.23 47- -SIP _-._278.8�- -�_� EI 207.8 - _ -- -- - _ _-EIP P 17 ; ROP INLET Qg - -` DROP INLET, i DROP INLET APPROXIMATE C,` OPY OF RI 4 31.5 SF --LA o RIPRAP ____.--- - '-- - - T ± INV - 4I.20 UPSTREAM WITH = 4.5 FT MANHOLE RIM = 46.60 -RIM = 46.6b RIM 46.60 TREE TO BE : EMOVED R ao INV IN = 42.14 INVLY55 INV = 42.97 DOWNSTREAM WIDTH = 6.0 FT RIM = 47.20 INV OUT = 41.22 LENGTH = 6.0 FT INV IN = 44.05 (18-INCH) DEPTH = 18 IN 13- INV IN = 44.05 (15-INCH) N THOMPSON 3 INV OUT = 44.0 ' DB. 1296 PG. 1697 N/F HENEGAR N/F THOMPSON ' I' I DB. 726 PG. 488 I DB. 1296 PG. 1699 ' o � I LL N/F LEWIS ' TEMPORARY ROCK CHECK DAM AREA j0 REMAIN NATURAL FOR THE 33' BUFFER 1 DB. 1398 PG. 1993 Q1 W/ SILT BASIN 1 I I I WILD I� n5 FT 3 FT TBASI LENGTH - 11 FT I SCALE IN FEET J 15 0 15 30 45 10.0 AT&T ASEMENT ¢ I r DB. 1248 G. 1326 �o + SCALE: 1` = 30 FT I w I iLEGEND I I I¢ DRAINAGE CULVERTS-----1a CONTOUR EDGE OF PAVEMENT PIPE TYPE SIZE LENGTH SLOPE INVERT INVERT NO. IN. FT. x IN OUT - - PROPERTY LINE ELEV. ELEV. Q4 P-1• HDPE OR RCP 18 62 0.30 41.22 41.03 " N EXISTING STORM DRAIN CULVERT P-2 HDPE OR RCP 18 138 0.30 42.55 42.14 r-■ ■ PROPOSED SILT FENCE P-3 HDPE OR RCP 18 138 1 0.30 42.97 42.55 CLEARING LIMITS P-4 HDPE OR RCP 15 88 0.30 43.23 42.97 DRAINAGE BOUNDARY FOR WET POND P-5 HDPE OR RCP 15 172 0.30 43.75 43.23 IVERSION BERM 4 P-6+ HDPE OR RCP 15 40 0.30 44.00 43.88 D 4 P-7 HDPE OR RCP 15 42 0.30 44.18 44.05 P-8 HDPE OR RCP 18 8 0.60 44.05 44.00 4 P-9 HDPE OR RCP 18 82 0.30 44.05 43.80 QP-10* HDPE OR RCP 24 28 0.30 43.80 43.72 • LENGTH INCLUDES A FLARED END SECTION DEVELOPER TERRELL HORTON 2412 HIGHLAND DRIVE WILMINGTON NORTH CAROLINA 28403 3177 WRIGHTSVILLE AVENUE W K WILMIN TON,(910) INC76 24203 (910) 762-4200 Engineers DICKSON Raleigh, NC Asheville, NC Planners Columbia, SC Charlotte, NC Surveyors 5 ADDED CULDESAC & REDUCED STORAGE BUILDING SIZE 6/15/99 4 REVISED POND LAYOUT & CULVERT LENGTHS 1/14/99 3 ADDED STREETYARD AND SIDE LANDSCAPED YARD PER COUNTY COMMENTS AND ADDED NOTE ABOUT BUFFER AREA FROM RESIDENTIAL LOT 10/ 9S29/ 2 REVISED DRIVEWAY LOCATION & CULVERT LENGTH UNDER DRIVEWAY 8/13/98 1 ADDED SEDIMENT TRAP IN FRONT OF CULVERT PB 7/28/98 REV. NO. DESCRIPTION DATE k. R E V I S I O N S SEAL 19742 MARINE WAREHOUSE GRADING, STORM DRAINAGE & EROSION CONTROL S T 0' WATE 0 E C El V E r OCT 0 61999 D PROD # 1'yoz noo Sheet No C11111111111112 Of S: �R6J€ET�\9j2s\sTE\siTES.BWI N/F McDOWELL DB. 1883 PG. 258 I 10.0 AT&T EASEMENT DEL 1248 PG. 1326 69.2 FT t � 3 ago GRAVEL 138.6 FT — t N 109.5 FT �+ F- N/F LENS DB. 1398 PG. 1993 0 0 o: _J Q o: POND DIMENSIONS A 1„=20' DEVELOPER TERRELL HORTON 2412 HIGHLAND DRIVE WILMINGTON NORTH CAROLINA 28403 3177 WRIGHTSVILLE AVENUE WK WILMING 20 (910) 10) 76 762-424200 Engineers DICKSON Raleigh, NC Asheville, NC Planners Columbia, SC Charlotte, NC Surveyors 120.0 FT N/F HENEGAR DB. 726 PG. 488 301.9 FT 220.0 FT — EIP N/F BLANTON DB. 1285 PG. 224 G 0 m 90.6 FT 12.0 F — LEND OF ASPHALT 44.3 FT L 0 m 23J 8 FT 67.0 FT 4—�R 474 S o pQl— 38.1 FTITJ m o 25 FT RADIUS OUTDOOR STORAGE m 5 �—1 1ss FT I -4 14.5 Fr — 1J&6 R t RETAIL BUILDING o v,�S. > s F.F. 49.1 r s x < PROPOSED TRAILER `�/ 4.0FT C�,Xv STORAGE 142.0 iT -1 100.0 FT Q EIP 7 N/F THOMPSON DB. 1296 PG. 1697 I 3 REVISED POND SITE DIMENSIONS 10/5/99 2 REVISED DIMENSIONS DUE TO COUNTY CHANGES 10/29/98 1 REVISED DIMENSIONS DUE TO CHANGE IN DRIVEWAY 8/14/98 REV. NO. DESCRIPTION 1 DATE R E V I S I O N S PAVING NOTES: ASPHALT PAVING: 1 1/2" 1-1 6" ABC COMPACTED SUBBASE PAVEMENT MARKING NOTE: ALL PARKING AREA PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND THE AMERICAN'S WITH DISABILITIES ACT USING PERMANENT PAVEMENT MARINE WAREHOUSE L®-T ASPHALT t 0 q JO N 31.7 FT �{ + T Z o � a Y m—I 16.0 Fr o: a d I STORAGE m 24.0 FT I� o — 20.0 FT — — — — EIP 124.0 FT N/F THOMPSON DB. 1296 PG. 1699 It DIMENSIONED LAYOUT & PAVING PLAN I— F— W w Y W Q Sheet No C-3 Of T 7. S: \PROJECTS\9729\SI IE\9 TES.DVK I EROSION CONTROL NOTES i UPSTREAM WIDTH = 6.0 FT DOWLENNSTREAM TH 8.0 FT DEPTH �8 IN MANhOLE :0 A Moms N/F McDOWELL Di .II 195 S.F. CLASS 8 RIPRAP b p1 Q -Q_ 31.5 SF CLA RIPRAP UPSTREAM 4.5 FT = FT DOWNSTREAM LEN TH DETPTM=-618 6.0 FT 0 10 -y 10.0 AT&T ASEMENT DB. 1248 G. 1326 Q I W o o I I Im I DEVELOPER TERRELL HORTON 2412 HIGHLAND DRIVE MLMINGTON NORTH CAROLINA 28403 �-- .DROP--NLE RIM = 46.60 MANHOLE INV IN - 42.14 RIM = 47.20 INV OUT = 41.22 INV IN = 44.05 (18-INCH) INV IN = 44.05 (15-INCH) N/F HENEGAR INV OUT = 44.15 I DB. 726 PG. 488 N/F LEWIS I TEMPORARY ROCK CHECK DAM DB. 1398 PG. 1993 Qt W/ SILT BASIN SILT BASIN LENGTH = 11 FT WIDTH = 5 FT DEPTH = 3 FT 3177 WRIGHTSVILLE AVENUE W K W LMIN TON,(910) 76 24200 (9,0) 762-4200 Engineers DICKSON Raleigh, NC Asheville, NC Planners Columbia, SC Charlotte, NC Surveyors DRIVE SEQUENCE OF CONSTRUCTION 1. CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION AT ENTRANCE 2. INSTALL ALL SILT FENCE ON SITE 3. CLEAR & GRUB SITE 4. CONSTRUCT POND (IF POND TO BE USED FOR SEDIMENT TRAP DURING CONSTRUCTION, POND TO BE CLEANED OF SEDIMENT TO PERMITTED DEPTH) 5. CONSTRUCT SITE DRAINAGE COLLECTION SYSTEM AND COMPLETE SITE GRADING 6. UTILIZE TEMPORARY DIVERSION DITCHES AND SEDIMENT FENCES TO PREVENT SEDIMENT FROM LEAVING PROJECT LIMITS 7. PROVIDE ADDITIONAL SEDIMENT FENCE, IF NECESSARY, AROUND TEMPORARY STOCKPILES AND BACKSLOPES 8. CONSTRUCT BUILDINGS AND PAVEMENT 9. SPRIG, SOD AND PLANT UNPAVED SURFACES WITHIN 30 DAYS OF BRINGING SURFACES UP TO FINAL GRADES 10. CONTRACTOR SHALL CLEAN AND RESTORE TO PRE -CONSTRUCTION CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTENTLY BE DAMAGED DUE TO THE FAILURE OF THE EROSION MEASURES 11. AFTER SITE PAVING CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL FINAL INSPECTION AND APPROVAL. 12. REMOVE REMAINING TEMPORARY EROSION CONTROL MEASURES UPON APPROVAL. +¢ b N 33'21" SOTORAGE DROP INLET. RIM = 46.80 I AREA 10 REMAIN NATURAL FOR THE 33' BUFFER 1 5 ADDED CULDESAC & REDUCED STORAGE BUILDING SIZE 6/15/99 4 REVISED POND LAYOUT & CULVERT LENGTHS 1/14/99 3 ADDED STREETYARD AND SIDE LANDSCAPED YARD PER COUNTY COMMENTS AND ADDED NOTE ABOUT BUFFER AREA FROM RESIDENTIAL LOT 10/ 9829/ 2 REVISED DRIVEWAY LOCATION & CULVERT LENGTH UNDER DRIVEWAY 8/13/98 1 ADDED SEDIMENT TRAP IN FRONT OF CULVERT P8 7/28/98 REV. NO. DESCRIPTION DATE R E V I S 1 0 N S N/F BLANTON DB. 1285 PG. 224 DROP INLET RIM = 46.40 + GRASSED O� GAP � NOTE: 1) ALL BUILDINGS SHALL HAVE ROOF DRAINS THAT WILL BE DIRECTED TO THE STORM DRAINAGE COLLECTION SYSTEM OR FOREBAY OF THE POND. 2) THERE ARE NO WETLANDS ON SITE. 3) LANDSCAPE TIMBERS TO BE PLACED AROUND ALL LANDSCAPE ISLANDS. 4) VEHICULAR USE AREA = 22,034 SF REQUIRED LANDSCAPING (8%) = 1,763 SF PROVIDED LANDSCAPING = 1,903 SF 5) ALL LANDSCAPING TO MEET NEW HANOVER COUNTY REQUIREMENTS f OUTDOOR STORAGE BOAT LIFT AREA r\ DROP INLET PROTECTION (TYP.) PROPOSED BERM 8' LANDSCAPED STRIP EXISTING EDGE OF PARMCLOT ELEV 47.6 DROP INLET RIM = 46.70 SILT FENCE INV = 43.75 IY 6' 1 OUTDOOR STORAGE RETAIL BUIL( /P.F. 49.1 EIP -270.48` T OP INLET RIM = 46.60 - INV = 42.97 N/F THOMPSON I DB. 1296 PG. 1697 I DRAINAGE CULVERTS PIPE NO. TYPE SIZE IN. LENGTH FT. SLOPE y, INVERT IN ELEV. INVERT OUT ELEV. P-1 R HOPE OR RCP 18 62 0.30 41.22 41.03 P-2 HOPE OR RCP 18 138 0.30 42.55 42.14 P-3 HDPE OR RCP 18 138 0.30 42.97 42.55 P-4 HOPE OR RCP 15 88 0.30 43.23 42.97 P-5 HOPE OR RCP 15 172 0.30 43.75 43.23 P-6• HOPE OR RCP 15 40 0.30 44.00 43.88 P-7 HOPE OR RCP 15 42 0.30 44.18 44.05 P-8 HOPE OR RCP 18 8 0.60 44.05 44.00 P-9 HOPE OR RCP 1 18 1 82 1 0.30 1 44.05 1 43.80 P-10* HOPE OR RCP 1 24 1 28 1 0.30 1 43.80 1 43.72 LENGTH INCLUDES A FLARED END SECTION Date 7/7/98 Scale NOR. = 1'=30' Drawl : MNH Checked : DED Project No 1N9729.80 /i ru k MARINE WAREHOUSE + ASPHAL F� 4s 9 7 as B z EL 47.6 ;F (�+ -_- S-52'47'50E -- I 207.81' '17 APPROXIMATE C'IOPY OF - TREE 1'0 BE REMO iEU N/F 'HOMPSON DB. 1',.'96 PG. 1699 ■ 4-INCH PVC SEWER SERVICE EXISTING SANITARY SEWER CLEANOUT - --f"'� EXISTING IV RCP TEMPORARY GRAVEL DISTURBED AREA BOUNDARY CONSTRUCTION ENTRANCE 7_1EPI y Y.i < ){j. - kV" Y r E� d i I"E Q j W 'y w Ca v,ST6RAGE Iliw Zw-(M aQ11 V) � 0 00 NU 1n ' EIP 2L 32 L.F. 18" RCP I- I- LI_.I LLJ Y LLI Q� Q - INV = 44.30 -\EXISTING SANITARY SEWER CLEANOUT EXISTING EDGE OF PAVEMENT EX SSMH RIM .+ 46.97 IIIV 91.L0 SCALE IN FEET 15 0 15 30 45 MENITMOMMI SCALE: 1" = 30 FT LEGEND - --- CONTOUR EDGE OF PAVEMENT PROPERTY LINE eIt" 2 EXISTING STORM DRAIN CULVERT -�-■ ■ PROPOSED SILT FENCE sees! Is w CLEARING LIMITS DRAINAGE BOUNDARY FOR WET POND DIVERSION BERM GRADING, STORM DRAINAGE & EROSION CONTROL i V tH E C E I V E OCT 0 61999 D P80j # �w� % Jtto Sheet No : c-2 I Of S: \PROJECTS T€5.DWG L N/F McDOWELL DB. 1883 PG. 258 10.0 AT&T EASEMENT IF DB. 1248 PG. 1326 109.5 R 3 69.2 FT — — — — POND DIMENSIONS 0 1"=20' DEVELOPER TERRELL HORTON 2412 HIGHLAND DRIVE WILMINGTON NORTH CAROLINA 28403 N/F LEWIS DB. 1398 PG. 1993 t 0 301.9 FT — t 0 2.0 R �- N/F BLANTON DB. 1285 PG. 224 90.6 R — _ 44.3 R �I— END OF ASPHALT El171.6 R ............... 491— — t 2J3.8 R 99.9 It zzo.o R ,t, *T ASPHALT It 07.0 R 4�.R .p,, n t t O'`), 31.7 FT 0 474 S o % ♦- 3&t FT T� as>° `` 3 / 25 FTRn US OUTDOOR STORAGE m I r + 14.5R _ Y I C m� 18.0 RI ICI GRAVELIFAT STORAGE t `Y 13&6 R 13&6 R m a m 255.eR Y vk xx .,� RETFIF.649LDING g I z4.°Rm 4 PROPOSED TRAILER x;�, 4.oR ' '-,�yy( /�,> `STORA�G�Ev '} 1 1 c hIz v�•iE h.j(,�.Y�,. / o o _. 20.0 R. 1 t T 442.0 Fr 100.0 FT n T d I! 30.7 R EIP 120.0 Fr EIP EIP ,24.0 R ' N/F HENEGAR N/F THOMPSON - I N/F THOMPSON DB. 726 PG. 488 I DB. 1296 PG. 1697 DB. 1296 PG. 1699 I I I 3177 WRIGHTSVILLE AVENUE pahk Fff W K WILMINGTON,(910) 76 24200 (910) 762-4200 Engineers DICKSON Raleigh, NC Asheville, NC Planners Columbia, SC Charlotte, NC Surveyors 3 REVISED POND SITE DIMENSIONS 10/5/09 2 REVISED DIMENSIONS DUE TO COUNTY CHANGES 10/29/98 1 REVISED DIMENSIONS DUE TO CHANGE IN DRIVEWAY 8/14/98 REV. NO. DESCRIPTION DATE R E V I S I O N S PAVING NOTES: ASPHALT PAVING: 1 1/2" 1-1 6" ABC COMPACTED SUBBASE PAVEMENT MARKING NOTE: ALL PARKING AREA PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND THE AMERICAN'S WITH DISABILITIES ACT USING PERMANENT PAVEMENT MARINE WAREHOUSE 0 w l k I Q SEAL y i 19742 o •;fNGINEl: ••QCI�.` "** CHOLAS �P�`�` DIMENSIONED LAYOUT & PAVING PLAN Sheet No : C-3 Of 1 ES.DWG EROSION CONTROL NOTES SEQUENCE OF CONSTRUCTION It N/F McDOWELL DB. 1883 PG. 258 B-2 ZONING 195 S.F. CLASS B R!PRAP E E GENCY S,.Tli WA'f -t ( - j 56 Sr CLAS7 B RIPRAP J r UPCTREAM V10T1 = 6.0 F` 1J j� r DO+',:NSTREAM WIDTH = 8.0 FT 1 LEtd:3 rH, -- 8.0 FT j DEFT'r± 1g 1tJ rIM OUTLET RUCTUP.E DETAIL MEET C-4,'. 1 Jj / EX :+aNHOLE V t / = 47.20 PROPOSED SILT FENCE 1. CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 2.INSTALL ALL SILT FENCE AS SHOWN ON THE PLANS 3. CONSTRUCT BUILDINGS AND PAVEMENT 4. SPRIG, SOD AND PLANT UNPAVED SURFACES WITHIN 30 DAYS OF BRINGING SURFACES UP TO FINAL GRADES 5. CONTRACTOR SHALL CLEAN AND RESTORE TO PRE -CONSTRUCTION CONDITIONS 8. ANY AREAS OUTSIDE THE PROJECT UMITS THAT MAY INADVERTENTLY BE DAMAGED DUE TO THE FAILURE OF THE EROSION MEASURES 7. AFTER SITE PAVING CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL FINAL INSPECTION AND APPROVAL. 8. REMOVE REMAINING TEMPORARY EROSION CONTROL MEASURES UPON APPROVAL. LI O O +04R N N/F BLANTON DB. 1285 PG. 224 B-2 ZONING EX ;ij = INLET RiA# = 40.40 .. W NOTE: 1) ALL BUILDINGS SHALL HAVE ROOF DRAINS THAT WILL BE DIRECTED TO THE STORM DRAINAGE COLLECTION SYSTEM OR FOREBAY OF THE POND. 2) THERE ARE NO WETLANDS ON SITE. 3) LANDSCAPE TIMBERS OR EXTRUDED CURBING TO BE PLACED AROUND ALL LANDSCAPE ISLANDS. 4) VEHICULAR USE AREA = 23,347 SF REQUIRED LANDSCAPING (8%) = 1,868 SF PROVIDED LANDSCAPING = 1,877 SF 5) ALL LANDSCAPING TO MEET NEW HANOVER COUNTY REQUIREMENTS TEMPORARY GRAVEL CONSTRUCTION ENTRANCE EXIS iN^ 8' LANDSCAPED j SRIP 'r:j 10 TREES _1 I ENS1wG EDGE OF PARKING LOT j; •�' ! �( - 1 47 -j tzD FT81.0 FT F- 25.9 FT -i ! ` ` 47 a� \ \ �\ \ \ \ J I Fr LA ^ 220 sf w 0 '• �� 3 125.0 FT Q 2285 9.o O i� e\s\\�� �° oWAREH E STORAG &RENTAL v -T ! s ! A), Sao F.F. 47 8 Z - - G GO SS -SS Sco/ ss ss t l !+N ., F 2i.'. 9 aArb - .. -- ... ..- . r� x EXISTING BOA T 47.;0. ... f \ .. _ Ai �... ... .. 1 " - .�.v,' '`74 ` ' 6W EXISTING RAC EL .D IVE _ P3) E� L ISEA � -- v���` t :i I 1` 1c' �.x �.' v�krY' B, \' IrlFi ISTIT:t IhT GJL JV VU t ct •. _. /� -. - I Zf 0L1i41 2_1 tl r� 5. 7 i PINE \ 120.0 I'T �• r'riOAK It12" 12• PI SF CLASS B RIPRAP / -- "'" - RIBA = 46.60 _---- - -" ,4 IH = 4.5 F7 F '- X VAN1Jl.: INV IN = 42.14 EAM WIDTH = 6.0 FT RIM = 4' 0 \ INV OUT = 41.22 1UPSTREAM LEP TH = 60 FT' N1 IN = is .�; r,3 1[J 'H) DEPTH = 18 IN y •N l IN = 44.05 (.15-INCH) 3 lNV OUT = 44.D N/F HENEGAR DB. 726 PG. 488 '\, O �� R-15 ZONING '. N/F LEWIS TEMPORARY ROCK. CHECY. DAM o IX DB. 1398 PG. 1993 1` xti/ SILT BASIN ' f B-2 ZONING S!LT BASIN LENGTH = 11 FT a ;WDTH = 5 FT a DEPTH = 3 FT r 10.0 AT&T ASEMENT, a D6. 1248 G. 1326 'z o 1 m �Z Q DEVELOPER TERRELL HORTON 2412 HIGHLAND DRIVE WILMINGTON NORTH CAROLINA 28403 ifHA R G R O VE 3715 NEEDLE SOUND WAY ENGINEERING WILMIN(90)45229452 (910) 794-9239 EX DROP RL .! 4i INV = 4, AREA �0 REMAIN NATURAL OR RELANDSCAPED FOR Tit 33' BUFFER 1 REVISED SITE FOR NEW BUILDING 2/28/00 REV. N0. DESCRIPTION DATE R E V I S 1 0 N S OAT 12' OAK r t'X DROP '\&ET RIM = 46.160 INV = 42.97 N/F THOMPSON DB_ 1296 PG. 1697 B-2 ZONING EXISTING DP.AINa°:=t ""JI- 'ER1S I PIPE I TYPE I SIZE LENGT i I SVO'E i ;N'v_PT iNVErt NO, :N- FT. I o I I,'N I OUT 4- 1 t I ELEV. 1 Et.Ev. j P-1• I HDFE OR I RCP , 18 62 + 0. P-211HDPE OR RCP i i8 ! 138 I 0-3D i 4_.55 I 42�.114'� i P-3 i HDPE OP. RCP I 18 138 ! �88 0.3'T +T- F' 07 I 4' 5S i P-4 I HOP- OR RCP 15 03'> I 4,3. 3 ' 42,97 ! P-5 HOPE OR RCP 15 I 172 0. ,) 43.15 i 43.2.3 1 �r^-&' -7 HDPE OR ! HDPE OR RCP �� 15 RCP I I.- 40 42 ! 0.30 0.3'. 44.'_* � da.IS I 43.83 44.05 P-8 HDPE OR RCP I 18 I 8 r 0.6'j _ I .4405 ( 44.00 ; r--�.-1f i P-9 F'E--vP R.CP 18 82 G.30 41 w'05 , -43.80 P-iD• I HDPE %R i RCP I 24 _i�---�.-1 28 0.?:: ' 43 30 _ - 43.72 j LENGTH INCL IDES A FLAPED END ^Fr-,)N Date : 2/28/00 Scale : - HOR - 1'-30' Drawn MNH Checked : MNH Project No 2003 -t- OUTDOOR STORAGE ASPHALT EXISTIN1 RETAIL ENUILDING jr.F . 49.1 \\ TWIN PROPOSED BERM FLEV 47.6 t EX DROP INLET } RIM = 46.70 4 INW. = 43.75 EIPI 207.81,E - ga $ ASPHALT ' N/F THOMPSON DB. 1296 PG. 1699 B-2 ZONING MARINE WAREHOUSE SEAL 19742 ASPHAL 4-INCH PVC SEWER. SERVICE 0 1 ::a � EX571NG 16' RCP ::DiSTUWRBED AREA BOUNDARY s� w ZZ N O V rn Z2.�, /- 32 L.F. 18" RL'P Lt.l LLJ Y W Q INV = 44.30 D% -ISIING SAMTARY SEWER CLEANOUT \ DOSTING EDGE OF PAVEMENT EX S:,MH RIM - 49.97 INV - 41.20 SCALE IN FEET 15 a 15 30 45 SCALE: 1" = 30 FT LEGEND 14 CONTOUR EDGE OF PAVEMENT PROPERTY LINE ■f EXISTING STORM DRAIN CULVERT -r-■A- PROPOSED SILT FENCE DIVERSION BERM EXISTING GRAVEL DRIVE GRADING, STORM DRAINAGE EROSION CONTROL & DIMENSIONED LAYOUT Sheet No : C-2 Of ATTACH GRATE TO CULVERT 6" MIN. 2"-3" COARSE AGGREGATE 12' MIN. TEMPORARY CONSTRUCTION ENTRANCE/EXIT N-T.S LINE WIRES MIN. _ #12-1/2 GUAGE VARIES AS DIRECTED BY ENGINEER (10' MAX.) STAY WIRES MIN. MAC � •� v v v5/�1 BOTTOM r e I I I 4 4 NOTES: 1. WIRE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A MINIMUM OF 6 LINE WIRES W/12 STAY SPACING 2. FILTER FABRIC SHALL BE A MINIMUM OF 36" IN WIDTH AND SHALL BE FASTENED ADEQUATELY TO THE WIRE AS DIRECTED BY THE ENGINEER 3. STEEL POSS SHALL BE 5' 0" IN HEIGHT AND BE OF SELF FASTENER ANGLE STEEL TYPE 4. WOOD POSTS SHILL BE A MINIMUM OF 6' IN HEIGHT AND 3 OR MORE IN DIAMETER WIRE FABRIC SHALL BE FASTENED TO WOODEN POST )41TH NOT LESS THAN #9 WIRE STAPLES 1-1/2 LONG SEEDING MIXTURE RATE (LB/ACRE) PENSACOLA BAHIAGRASS 50 SERICEA LESPEDEZA 30 COMMON BERMUDAGRASS 10 GERMAN MILLET 10 SEEDING DATES: APRIL 1 — JULY 15 APPLY 4000 LB/ACRE GRAIN STRAW FOR MULCH APPLY 3000 LB/ACRE GROUND AGRICULTURE LIMESTONE APPLY 500 LB ACRE 10-10-10 FERTILIZER BERMUDAGRASS MAY BE REPLACED WITH 5 LB/ACRE CENTIPEDEGRASS PERMANENT SEEDING GALVANIZED BAR GRATING 1' x 1/8" BEARING BARS. FASTEN WITH J—CLIPS, ATTACH TO A 1 1/4" x 1 1/4" x 1/4" GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF OUTLET STRUCTURE STEEL OR WOOD POST FILTER FABRIC r FILL SLOPE 0 GROUND LINE 1 z "' 2,-2. is I 0 NF p0 3 ANCHOR FILTER FABRIC L SKIRT AS DIRECTED BY THE ENGINEER GUIDELINES FOR TEMPORARY SILT FENCE DETAIL NT9 WINTER AND EARLY SPRING SUMMER SEEDING MIXTURE . RATE (LB/ACRE) SEEDING MIXTURE RATE (LB/ACRE) RYE (GRAIN) 120 GERMAN MILLET 40 ANNUAL LESPEDEZA (KOBE) 50 OMIT ANNUAL LESPEDEZA WHEN DURA11ON OF TEMPORARY SEEDING DATES: APRIL 15 — AUG 15 COVER IS NOT TO EXTEND BEYOND JUNE. APPLY 4000 LB/ACRE GRAIN STRAW FOR MULCH APPLY 2000 LBZACRE GROUND AGRICULTURE LIMESTONE SEEDING DATES: DEC 1 — APRIL 15 APPLY 750 LB ACRE 10-10-10 FERTILIZER APPLY 4000 LB/ACRE GRAIN STRAW FOR MULCH APPLY 2000 LB/ACRE GROUND AGRICULTURE LIMESTONE APPLY 750 LB ACRE 10-10-10 FERTILIZER 1—INCH STORAGE ELEV. = 44.95 •� 15" CULVERT PRECASE BOX (24" X 24") NORMAL POOL EL 44.00 IE 44.00 OUTLET CONTROL PIPE .. e n; 1" PVC PIPE ' NOTES: 1. CATCH BASIN BASE SHALL BE PRECAST CONCRETE AND CONFORM TO ASTM C-478. 2- OUTLET CONTROL PIPE SHALL BE 1 INCH SHC-40 PVC PIPE W/ 45' BEND 3. FRAME & GRATE SHALL BE DEWEY BROS. NO. CH-8N-3A OUTLET CONTROL DETAIL FALL SEEDING MIXTURE RATE (LB/ACRE) RYE (GRAIN) 120 SEEDING DATES: DEC 1 — APRIL 15 APPLY 4000 LB/ACRE GRAIN STRAW FOR MULCH APPLY 2000 LB/ACRE GROUND AGRICULTURE LIMESTONE APPLY 1000 LB/ACRE 10-10-10 FERTILIZER N.T.S. PLAN VIEW )F RIPRAP OR APPROVED EQUAL FILTER FABRIC SECTION A —A RIPRAP OUTLET PROTECTION DETAIL N.T.S. TEMPORARY SEEDING 8` 2, 8. A p a Z V a e O' CONTINUOUS CONCRETE COPING e ,•. - Legend and Border. Green o� 2'-0" MIN. . White Symbol On Blue Background A A ro \O A 8' 8 RESERVED ! Background: White I- , \ OUTLET PIPE ESER PARKING C 3/4" CEMENT P O Bottom of PARxa1G Bottom of 0 I Type R7-8o Parking Sign PLASTER TYP. R7-8o ® R7-8a ® Approved For Use Under General •r ALL SIDES ® �gn sign Statute 20-37.6 m ' STEPS M � a• U) Legend and Border. Green MAXIMUM Background: White < co PENALTY SIGNS TO a $100 R7-8ol Penalty Signs Are BE MOUNTED - cs -m.e Required To Accompany All 4'-0' INLET OUTLET ON WALL OF R7-8 or R7-8a Parking Signs ! PIPE 4" ; f PIPE BUILDING Erected After December 31,1990 PLAN "°' Finish Grade Finish Grade C NOTE: jII ,emu Uit I I I III IuI II II II FRAME AND GRATE TO BE STANDARD CITY SECTION ,I A— A„ OF WILMINGTON CAST IRON FRAME AND GRATEI II III DEWEY BROS. CH—BN-3A DROP INLET HANDICAPPED SIGN DETAIL N.T.S. N.T.S. DEVELOPER TERRELL HORTON 2412 HIGHLAND DRIVE WILMINGTON NORTH CAROLINA 28403 HARGROVE ENGINEERIN 3715 NEEDLE SOUND WAY G WILMINGTON, NC 28409 (910) 452-9452 (910) 794-9239 DESCRIPTION III (• J TOP OF BANK ELEV 47.0 6:1 SIDESLOPE BEGINS AT ELEV 43.0 AND ENDS AT ELEV 44.00 ELEV 47.0 9-(MIN) WATER FLOW CLASS 1 OR B EROSION CONTROL STONE 6" NCDOT #57 WASHED STONE FILTER FABRIC 'n A A 3:1 SIDESLOPE 7 1—INCH STORAGE ELEV 44.95 NORMAL POOL ELEV 44.00 — 10 FT NORMAL POOL ELEV 44.00 1\ 3:1 SIDESLOPE SECTION A —A FORE BAY L BERM ELEV 44.00 BOTTOM ELEV 41.0 A 3:1 SIDESLOPE 3:1 SIDESLOPE — ELEV 44.0 ELEV 43.5 12 FT SECTION A —A 3:1 SIDESLOPE POND BOTTOM / BOTTOM ELEV 39.50 3:1 SIDELOPE ELEV 44.0 CLASS B RIPRAP 12—INCH THICK TYPICAL POND X-SECTION 36" MAX AT CENTER ROCK CHECK DAM N.T.S. 1 STAKE AT EACH CORNER E I —._• .,_-. e3 SILT BARRIER FENCE SECTION A — A NOTE: FOR CURB INLETS AND DROP INLETS DROP INLET PROTECTION DETAIL N.T.S. COMPACTED SOIL GRASSED —� '1 1' MIN. 1- 6" MIN 5' TYPICAL -I Y DIVERSION BERM N.T.S. MARINE WAREHOUSE N.T.S. ELEV 47.0 3:1 SIDESLOPE ELEV 47.0 6:1 SIDESLOPE BEGINS AT ELEV 43.0 AND ENDS AT El EV 44.00 A EXISTING 13'-0" --I I- — 13'-0" :i - PAVEMENT 50'-0" PLAN DRIVEWAY FOR STREETS WITH NO CURB N.T.S. SEAL 19742 MISCELLANEOUS DETAILS r Sheet No C-4 Of NATURAL LANDSCAPE AREA TREES TO BE SAVED BOAT & TRAILER STORAGE AREA COASTAL STORAGE INC. DB. 2672 PG. 861 B-2 ZONING :1C Mrk EROSION CONTROL NOTES SEQUENCE OF CONSTRUCTION 1. EXISTING GRAVEL DRIVE TO ACT AS CONSTRUCTION ENTRANCE 2. INSTALL ALL SILT FENCE ON SITE AND TEMPORARY SEDIMENT TRAPS W/ ROCK CHECK DAMS. 3. CLEAR & GRUB SITE 4. MODIFY POND DIMENSIONS (IF POND TO BE USED FOR SEDIMENT TRAP DURING CONSTRUCTION, POND TO BE CLEANED OF SEDIMENT TO PERMITTED DEPTH) 5. CONSTRUCT SITE DRAINAGE COLLECTION SYSTEM AND COMPLETE SITE GRADING 6. UTILIZE TEMPORARY DIVERSION DITCHES AND SEDIMENT FENCES TO PREVENT SEDIMENT FROM LEAVING PROJECT LIMITS 7. PROVIDE ADDITIONAL SEDIMENT FENCE, IF NECESSARY, AROUND TEMPORARY STOCKPILES AND BACKSLOPES 8. CONSTRUCT BUILDINGS AND PAVEMENT 9. ALL DENUDED AREAS MUST BE STABILIZED WITHIN THIRTY (30) DAYS OF COMPLETION OF ANY LAND DISTURBING ACTIVITY. ALL SLOPES INCLUDING DITCHES AND STOCKPILES MUST BE STABILIZED WITHIN 15 DAYS OF COMPLETION OF ANY LAND DISTURBING ACTIVITY. 10. CONTRACTOR SHALL CLEAN AND RESTORE TO PRE —CONSTRUCTION CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTENTLY BE DAMAGED DUE TO THE FAILURE OF THE EROSION MEASURES 11, AFTER SITE PAVING CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL FINAL INSPECTION AND APPROVAL. 12. REMOVE REMAINING TEMPORARY EROSION CONTROL MEASURES UPON APPROVAL. ,11 PROPOSED SILT FENCE y y, REMOVE DEBRIS AND RESTORE w . ...... DITCH TO ORIGINAL CONTOURS yp Ir E TF ,zTrc 3:1 MAX SIDE SLOPE $ . .(STORAGE' a AREA} - r - ,� ' 1,325sf.. .. ... ..'. 1�.,dbwlc ' 1. 24.0 t� Z ,rrEtE y, ,reME _ 7 ~1` - ' .. HICLE U ~ AREA) ) (t 404 WET iLANDS W) o ; F / �a A W NEW DISTURBED AREA J (23.753 SF y / sroixE J4 = - y ,a. NEE RELOCATE EXISTING RIRAP 0lA E 4 88 S.F. CLASS B RIPRAP 4 MANHOLE ADD' RIPRAP IF NEEDED avN{c RIM = 47.4 HDPE %,�I tr'.uvwc "` DROP INLET W/ INLET PROTECTFQµ y/ ,rrNE INV = 43.6 .W 12 L.F. 30," ®0 3% ., ,rN�wE . ° i, (rt°i .. %�s. I�Naq a,. . RIM..*. 4615__ ....., ... .... L 1S 80 SF CLASS B IN ,rN ��t01M'IE . I ,ovwle EXISTING OUTLET STRUCTURE r O &rer 3 N/F McDOWELL iLl`g DEL 1883 PG. 258 Y) B-2 ZONING �i 0' 010'6.K N •atEmer � _� I 4O EXISTING RIPRAP7--7- 95 SF CLASS B RIPRAP r.,. DRAIN, DEVELOPER TERRELL HORTON 2412 HIGHLAND DRIVE WILMINGTON NORTH CAROLINA 28403 DRAINAGE AREA T_ LANDSCAPE ISLAND Y 3 82 L.F. 18' CORRUGATE HOPE ® 0.3% INV IN = 44.14 SCALE IN FEET 15 0 15 30 45 SCALE: 1" = 30 FT 4 ADDED MANHOLE, 30" CULVERT & RELOCATED EMERGENCY SPILLWAY 8/6/00 3 REVISED DIMENSIONS ON SEDIMENT TRAP 7/5/00 2 ADDED NOTE ABOUT 15 DAY SLOPE STABILIZATION 6/12/00 1 ADDED NEW AREA FOR BOAT & TRAILER STORAGE 5/16/00 PEV,NO. DESCRIPTION DATE R E V I S I O N S NOTE: 1) ALL BUILDINGS SHALL HAVE ROOF DRAINS THAT WALL BE DIRECTED TO THE STORM DRAINAGE COLLECTION SYSTEM OR FOREBAY OF THE POND. 2) WETLANDS HAVE BEEN DELINEATED ON SITE 14,158 SF OF WETLANDS WILL BE FILLED WHICH IS LESS THAN 1/3 OF AN ACRE 3) CONCRETE EXTRUDED CURB TO BE PLACED AROUND ALL LANDSCAPE ISLANDS. 4) VEHICULAR USE AREA = 27,322 SF REQUIRED LANDSCAPING (8%) = 2,266 SF PROVIDED LANDSCAPING = 3,202 SF 5) ALL LANDSCAPING TO MEET NEW HANOVER COUNTY REQUIREMENTS N/F BLANTON DB. 1285 PG. 224 B-2 ZONING � m "por ru m � N/F THOMPSON DB. 1296 PG. 1697 B-2 ZONING TEMPORARY GRAVEL CONSMUCTION ENTRANCE LEXISTNM EDGE OF PARKING LOT iz s~;1'r_ au�-c �.A "z. - ut�as.- u�� � •g as+z � . � �. °*%'>5� e+z .—n "� S 52 47E5r E EIP 257"81EIP IN/F THOMPSON DB. 1296 PG. 1699 , I B-2 ZONING APPRIMEE D LEGEND NORTH CAROLINA ENVIR MANAGEMENT COMMISSION DIVISIONS OF WATER QUALITY 14 0 CONTOUR Date 2 / dV 2.t,),90 EDGE OF PAVEMENT Storm mter pwmlt No <[A r 2 9 ToWfil o PROPERTY LINE t� t� ■ EXISTING STORM DRAIN CULVERT ■ ■ ■ PROPOSED SILT FENCE -' '='N* CLEARING LIMITS DRAINAGE BOUNDARY FOR WET POND LANDSCAPING NEW BOAT & TRAILER STORAGE ElDROP INLET PROTECTION MARINE WAREHOUSE SEAL 19742 4/0 d I- I`_ bi w NY W Q I- v) TO � rr A RECEIVED AUG 15 2000 DWFF�� PROD#wff Sheet No C-2 Of W_ T 3 N/F McDOWELL iv'4 DB. 1883 PG. 255 -n to 'o B-2 ZONING v µN'O N DEVELOPER TERRELL HORTON 2412 HIGHLAND DRIVE WILMINGTON NORTH CAROLINA 28403 ./ , f Z6L8t IUS All Nv'.155 N 55'36'43" W 527.93 FT 79.3 FT 47 144 41 a t A 8 131.34' 8.3 FT I COASTAL STORAGE INC. DB. 2672 PG. 861 B-2 ZONING 45 z �L4 D N w W�n 4! N 'I V: m LEGEND -14 CONTOUR EDGE OF PAVEMENT PROPERTY LINE ■ EXISTING STORM DRAIN CULVERT i—E�— PROPOSED SILT FENCE CLEARING LIMITS DRAINAGE BOUNDARY FOR WET POND LANDSCAPING BOAT & TRAILER STORAGE ElDROP INLET PROTECTION NEW BOAT & TRAILER STORAGE 94.0 FT N F BLANTON TEMPORARY GRAVEL / CONSTRUCTION ENTRANCE DB_ 1285 PG. 224 B-2 ZONING • t 220 sf 128.0R J 3 WAREHOUSE STORAGE & RENTALS k.. F.F. 48.5 s ' 0 T 3 to EXISTING GRAVEL DRIVE 122.1 FT N 5536'43" W S 52'4750" E 828,93 FT — — — — — — 207.81' ' N/F THOMPSON ' N/F THOMPSON DO. 1296 PG. 1697 DB. 1296 PG. 1699 N/F LEWIS ' B-2 ZONING I B-2 ZONING DO. 1398 PG. 1993 I B-2 ZONING N/F HENEGAR DB. 726 PG. 488 R-15 ZONING HEH A R G R 0 VE 3715 NEEDLE SOUND WAY ENGINEERING WLMIN(9 0) 4 229452 (910) 794-9239 2 ADDED MANHOLE, 30" CULVERT & RELOCATED EMERGENCY SPILLWAY 8/6/00 1 ADDED NEW AREA FOR BOAT & TRAILER STORAGE 5/20/00 REV. NO. DESCRIPTION DATE k. R E V I S I O N S Dote s/2/00 Scale : Drawn .MNH - 30 MARINE WAREHOUSE Checked : MNH Project No : 2003 I M EN SI ON ED LAYOUT SH EE In I I� Sheet No : C-3 Of ATTACH GRATE TO CULVERT 50, 6" MIN. 12' MIN. 2" - \/ COARSE AGGREGATE TEMPORARY CONSTRUCTION ENHANCE/EXIT N.T.S. LINE WIRES MIN. _ #12-1/2 GUAGE VARIES AS DIRECTED BY ENGINEER (10' MAX.) IUr JIKANU MIN. #IV �UAO STAY WIRES MIN. #12-1/2 GUAGE BOTTOM STRAND MIN. #10 GU AGE \ // NOTES: 1. WIRE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALT„ HAVE A MINIMUM OF 6 LINE WIRES W/12 STAY SPACING 2. FILTER FABRIC SHALL BE A MINIMUM OF 36" IN WIDTH AND SHALL BE FASTENED ADEQUATELY TO THE WIRE AS DIRECTED BY THE ENGINEER 3. STEEL POSS SHALL BE 5' 0" IN HEIGHT AND BE OF SELF FASTENER ANGLE STEEL TYPE 4. WOOD POSTS SHALL BE A MINIMUM OF 6' IN HEIGHT AND 3" OR MORE IN DIAMETER RE FABRIC SHALL BE FASTENED TO WOODEN POST WITH NOT LESS THAN #9 WIRE STAPLES 1-1/2" LONG SEEDING MIXTURE RATE (LB/ACRE) PENSACOLA BAHIAGRASS 50 SERICEA LESPEDEZA 30 COMMON BERMUDAGRASS 10 GERMAN MILLET 10 SEEDING DATES: APRIL 1 - JULY 15 APPLY 4000 LB/ACRE GRAIN STRAW FOR MULCH APPLY 3000 LB/ACRE GROUND AGRICULTURE LIMESTONE APPLY 500 LB ACRE 10-10-10 FERTILIZER BERMUDAGRASS MAY BE REPLACED WITH 5 LB/ACRE CENTIPEDEGRASS PERMANENT SEEDING GALVANIZED BAR GRATING 1" x 1/8" BEARING BARS. FASTEN WITH J-CLIPS, ATTACH TO A 1 1/4" x 1 1/4" x 1/4" GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF nn OUTLET STRUCTURE .2 1-INCH STORAGE ELEV. = 45.00 STEEL OR WOOD POST 7- tl FILTER FABRIC FILL SLOPE 0 GROUND LINE I ? 2'-2" \ = o / / a \\ o: OO 3 ANCHOR FILTER FABRIC SKIRT AS DIRECTED BY THE ENGINEER GUIDELINES FOR TEMPORARY SILT FENCE N.T.S. PRECASE BOX (24" X 24 NORMAL POOL EL. 44.00 . '-- e OUTLET CONTROL PIPE 1" PVC PIPE a a. . FALL SEEDING MIXTURE RATE (LB/ACRE) WINTER AND EARLY SPRING SUMMER RYE (GRAIN) 120 SEEDING MIXTURE RATE (LB/ACRE) SEEDING MIXTURE RATE (LB/ACRE) RYE (GRAIN) 120 GERMAN MILLET 40 SEEDING DATES: DEC 1 - APRIL 15 ANNUAL LESPEDEZA (KOBE) 50 APPLY 4000 LB/ACRE GRAIN STRAW FOR MULCH SEEDING DATES: APRIL 15 - AUG 15 APPLY 2000 LB/ACRE GROUND AGRICULTURE LIMESTONE OMIT ANNUAL LWHEN DURATION OF TEMPORARY APPLY 1000 LB/ACRE 10-10-10 FERTILIZER TO EXTEND COVER IS NOT TO EXTENN D BEYOND JUNE. APPLY 2000 LB/ACRE GRAIN STRAW FOR MULCH APPLY 2000 LB/ACRE GROUND AGRICULTURE LIMESTONE SEEDING DATES: DEC 1 - APRIL 15 APPLY 750 LB/ACRE 10-10-10 FERTILIZER APPLY 4000 LB/ACRE GRAIN STRAW FOR MULCH APPLY 2000AGRICULTURE LIMESTONE E10GROUND APPLY LB/ACRE D FERTILIZER TEMPORARY SEEDING 8" 2' 0 V U f� CONTINUOUS CONCRETE COPING 15" CULVERT IE 44.00 NOTES: _NOE�J 1. CATCH BASIN BASE SHALL BE PRECAST CONCRETE AND CONFORM TO ASTM C-478. 2. OUTLET CONTROL PIPE SHALL BE 1 INCH SHC-40 PVC PIPE W/ 45' BEND 3. FRAME & GRATE SHALL BE DEWEY BROS. NO. CH-BN-3A OUTLET CONTROL DETAIL N.T.S. TOP OF BANK ELEV 46.5 6:1 SIDESLOPE BEGINS AT ELEV 43.0 AND ENDS AT ELEV 44.00 ELEV 47.0 9-(MIN) 3:1 SIDESLOPE 1-INCH STORAGE ELEV 45.00 NORMAL POOL ELEV 44.00 --- 10 FT _NORMAL POOL ELEV 44.00 3:1 SIDESLOPE FORE BAY BERM ELEV 44.00 BOTTOM ELEV 41.0 I ow- 3:1 SIDESLOPE 3:1 SIDESLOPE - ELEV 44.0 ELEV 43.5 12 FT SECTION A -A 3:1 SIDESLOPE POND BOTTOM / BOTTOM ELEV 39.00 3:1 SIDELOPE ELEV 44.0 CLASS B RIPRAP 12-INCH THICK TYPICAL POND X-SECTION N.T.S. WATER FLOW CLASS 1 OR B EROSION CONTROL STONE 3 6" NCDOT #57 WASHED STONE-,,,, 36" MAX AT CENTER FILTER FABRIC -1 1 A SECTION A -A ROCK CHECK DAM N.T.S. 1 STAKE AT EACH CORNER OPENNING BOX ISTAKES .................. ................... SILT BARRIER FENCE GROUND j CI jl A41 I I II II II II - - J H 3:1 SIDESLOPE I ELEV 46.5 l '- EMERGENCY SPILLWAY ELEV = 45.7 6:1 SIDESLOPE BEGINS AT ELEV 43.0 AND ENDS AT ELEV 44.00 ELEV 47.0 �5.0FT� MAX DETAIL FOR EXISTING DITCH TO 0 BE CLEANED OF DEBRIS N.T.S. Legend and Border. Green •, "', e'. (� A 2'-0" MIN. White Symbol On Blue Background iy 8" 8" RESERVED Background: white a ° , 9 SILT BARRIER FENCE - L1- l OUTLET PIPE �]N REscR PARKING SECTION A - A PARK NG 3/4° CEMENT Bottom of Bottom of ' Type R7-8a Parking Sign NOTE: FOR CURB INLETS AND DROP INLETS PLASTER TYP. R7-8o ® R7-8o ® Approved For Use Under General "e' ALL SIDES sig� sig� Statute 20-37.6 °° STEPS DROP INLET PROTECTION DETAIL D N�IaIUN PW�tuAMn *flavor , A r� m N.T.S. "*ffiN CAR( a" Legend and Border. Green ESS Q d _ MAXIMUM Background: White e y PENALTY SEAL " SIGNS To °° 3 19742 $100 R7-Sd Penalty Signs Are ?_ - BE MOUNTED o r Required To Accompany All COMPACTED SOIL GRASSED ') 1 MIN. 7,p 4'-0" INLET OUTLET ON WALL OF to R7-8 or R7-8a Parking Signs 4 ;. A e PIPE PIPE BUILDING Erected After December 31,1990 ��;y01A5 NOTE: FRAME AND GRATE TO BE STANDARD CITY OF WILMINGTON CAST IRON FRAME AND GRATE DEWEY BROS. CH-SN-3A DROP INLET N.T.S. DEVELOPER TERRELL HORTON 2412 HIGHLAND DRIVE WILMINGTON NORTH CAROLINA 28403 SECTION "A -A" 8409 H A R G R OVE 3715 NEEDLE SOUND WAY ENGINEERINGWLMIN(9 0) 452N, NCz9452 (910) 794-9239 Grade Is HANDICAPPED SIGN DETAIL N.T.S. 2 REVISED RIM ELEVATION OF OUTLET CONTROL DETAIL 8/6/00 1 ADDED X-SECTION OF TYPICAL DITCH 6/5/00 REV. NO. DESCRIPTION DATE R E V I S 1 0 N S Date 5/2/00 Scale : HOR. _ VERT. _ Drawn MNH Checked MNH Project No : 2003 6" MIN I 5' TYPICAL �I Y DIVERSION BERM N.T.S. 'Min 1 Z411M Milk A 8�/ y�i90 MISCELLANEOUS DETAILS Sheet No C-4 Of