The URL can be used to link to this page

Home My WebLink AboutSW8941017_APPROVED PLANS_19961218STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW8 aq()1"1 DOC TYPE ❑ CURRENT PERMIT APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE YYYYMMDD MAL DESIGN - NOT RELEASED FOR CONSTRUCTION x 54' EXPAND EXISTING POND TO LIMITS SHOWN x - x _ x TIE GRADE INTO EXISTING BANK � EX. Y.I. Ex �8" RCp x LD -LD x _ 537' REMOVE EX. OUTLET E22.4' \ LM p STRUCTURE AND OUT 252� x EX. 15" RCP _ LD x �+ '� L28 \O NEW P LD_ z PERM. POOL ELEV. 19._ 5 LD x _ ' I \D LD _LD x EXISTING POND ' PAVEMENT EX. RIP RAP �EX. io I \ LD 48" INV. 19.53' 37 LF 48" RCP ' � 3:1 SIDE SLOPE o_I N m EpG 2 0 0.13% OF EXEX pq�_ VEM EX. RIP RAP ENT EX. ELEC. XFMR. TO BE RELOCATED BY cPa1L' U L_ 1 J L N �EX. PAVEMENT- 1 � o L RELOCATE EX. , o � N 0 AREA LIGHTS 6'49" E o D-,,�_ END OF PHASE 1 PAVEMENT STA 6+75.17 PHASE 1 PAVEMENT EXTENDS FROM STA 6+75.17 TO 9+50.83 CONCRETE HEADWAM--(SEE DETAIL) 30" INV. OUT 19.0' AS NECESSARY •42 �o I II D • - �� v I / - W - -LD + 68,24• '� O CB 7 STA 0+15.62 / 4 0 1) LDLp�""'•- 33' LT TO FOC EXISOR CB 5 STA 3+10 a L TING FUTURE T/C 25.7t BUILDING /BEGIN STA 0+ 0 FUTURE T/C 27.0t !� � LD 48" INV. IN 19.68' I II IN LINE W/ EDGk / 48" INV. IN 20.20' 48" INV OUT 19.58' OF ASPHALT 42' 48" INV OUT 20.10' J_ FROM BLDG. FACE. CB 4 STA 4+60 75.•R 27.5 _ 2 / 48"IINV. INC20 45} ��nA I I 20� 48" INV OUT 20.35' O o / 0,1x l/ (-EX. PAVEMENT- s •� p \ j \ / I ii • p 11 3 STA 5+78 \ �/ Q \ \ LOT 5C FUTURE RT TO FOC R P CB 6 STA 2+11.33 24 FUTURE T/C 1.40' O � i C.B. � /// � � 24" INV. IN 21.40' \ \ WENDY'S RIM 25.9-� I ,l - - \ INV 22.a' 35 LT TO FOC 26 ,48��INV.OUT 20.60� I FUTURE T/C 27.3t p P RIM 25.8' 48" INV. IN 19.98' / 22.5' 48" INV OUT 19,88' II �� ti - CS 1 T/C 27.50 O GRAVEL C ONSTRUCTION INLET " �O ENTRANCE/EXIT I' II PROTECTION 15 INV OUT 24.08 TYP O'er A EX. SMH L O T 5 A Qv _ 26 :. RIM 28.7' INV IN 2 g j 0.3' 24 �. K 5 LOT 5B y gas a 0 t; f o LOT 51D _ FILTER CHECK v� / DAM EX. C.B. ENTRANCE/EXIT GRAVEL CONSTRUCTION 4 / RIM 28.5' / OUT 24 21.2' LOT 5E If WINOTE: THE EXPANDED POND WILL SERVE LOTS 5A,5B,5C,5D AND 5E. / LOTS 5F AND 5G WILL HAVE A SEPARATE ON -SITE POND. h Q j 6 RIM 28.1' �C�X. IN 30" 18.7' i 30' ACCESS RCp ^tK OUT 36" 18.0' Z EASEMENT RIM 2$ 6' RI 9. \ NOTE: DISTURBED AREA = 2.9 ACRES. NEW 36" h IN 36" 17.8' RIM OUT PQ1 LOT 5G INV. IN 18.1' w/ OUT 36" 17.7' °UT 210' "/ LOT 5F Q,� 30" BUFFER o LOT 1 �I MB 29, PAGE 16 / \� C- Q 50' BUILDING SETS K LEGEND EX. Y.I. RIM 25.9' -X- EX. CHAIN LINK FENCE / / \/p O, {�-- LIMITS OF DISTURBANCE EX. CONTOUR B10 n1 _ �EESS1pN.9 CAr aQ SEAL 9r INLET PROTECTION LOT'S 5F AND 5G WILL NOT DRAIN TO THE \ ? 11578 POND SHOWN.THERE WILL BE A SEPARATE POND LOCATED ON LOTS 5F AND 5G. M/L/rgRY C ��DO' PUBLIC OFF ROgD � z LANDFALL CENTER - PHASE I GRAPHIC SCALE EASTWOOD ROAD - WILMINGTON, NORTH CAROLINA w 0 25 50 100 200 DESIGNED BY: RB POND EXPANSION SHEET NO. 2A DRAWN BY: RB/TMB ( IN FEET ) SCALE: 1" = 50' AND FlLENAME: KNN940G2.DWG .' 1 inch = 50 tt DATE: PROJECT N0. 10-25-94 STORM DRAINAGE KNN94000 OMMER: THE PANTRY, INC. 1801 DOUGLAS DRIVE SANFORD, NORTH CAROLINA THE JOHN R. McADAMS COMPANY, INC. RESEARCH TRIANGLE PARK, INC P.O. BOX 14005 ZIP 27709-4005 (919) 361-5000 u NEA OUTLET STRUCTURE -36 RCP INV. OUT 19.4' SEE DETAIL VEGETATIVE FILTER SWALE 1' WADE BOTTOM 31 LF 36" RCP 0 0.20% 2:1 SIDE SLOPE LINE BOTTOM W/ JUTE OR CB 2 STA 6+23 LD z INV. AT FES 19.3' EXCELSIOR MAT PER DETAIL 72.75' RT TO FOC FUTURE T/C 26.7t x 18' CLASS 1 RIP RAP 15" INV. IN 23.00' 15" INV IN 21.70'(STUB OUT 4') z _ LD � 24" INV OUT 21.60' 26 Lp x _ PHASE 2 22 LDS x FUTURE ROAD _ LD STA 0+00 TO _ _Y6 '- 22 20 D x STA 6+78.86 �LD x FUTURE CB (PHASE 48 o LD x _ SLD 5R TA 5 INV OUT 21.89 MAL DESIGN - NOT RELEASED FOR U0N2ll V rxm x _ TIE NEW 30" RCP INTO EX. C.B. 36" INV. IN 18.10 �\ 500P54 EX. C.B. \\ RIM 28.1' IN 30" 18.7' � \ OUT 36" 18.0 "RCP DISCHARGE PIPE FROM POND O 0.23 434 LF 36 LOT 5E EX. SMH DRAINAGE RIM 29.4' EMENT INV OUT 21.0'� s w� END PHASE 1� PAVEMENT 11, 1 30" CONC. SPILL CURB & GUTTER (A 41 00 O LOT 5B END CURB & GUTTER AT RADIUS END 30" CONC. SPILL CURB & GUTTER 5'R FOC (TYP.) PT 13'R FOC T I* 8400 z M f w 0 13'R END PHASE 1 ROAD CONSTRUCTION C.L. STA 6+75.17 STA 7+33.82 C.L. INTERSECTION S 55'01'51" E BEGIN SPILL C & G O 30" CONC. CURB & GUTTER n \ 30" CONC. SPILL CURB & GUTTER Ny J FOC II I 37.59' F-F REMOVE EX. CURB & GUTTER TO NEAREST JOINT AND TIE INTO EX. ASPHALT. IIIBEGIN SPILL C & G STA 8+00 II I II Iw 0 II II I� m R 3 II z I BEGIN TAPERI 4' F-F STA 8+69 I III I 1 II III I 00 II III I II WENDY'S LOT 5C MAP BOOK 31, PAGE 369 BENCHMARK NOTE "ELEVATIONS FOR THE SITE TOPOGRAPHIC SURVEY ARE BASED ON A BENCHMARK FOR DEVELOPMENT OF LANDFALL SHOPPING CENTER SET BY HOBBS SURVEYING COMPANY. THIS BENCHMARK WAS ORIGINALLY REFERENCED TO NCGS MONUMENT "ELIZABETH" WHICH HAS SINCE BEEN DESTROYED". F-F L TIE NEW DRIVE TO EX. ASPHALT AT APPROX. STA 9+50.83 . SAWCUT EX. ASPHALT BACK 12" AND REPLACE 28' R FOC WITH 2" TYPE "H" BINDER COURSE AND 2" 1-2 OVER EX. STONE. I R 00 0.83 J J 30" CONC. CURB & GUTTER ss .,,.SN CARp��,,�,� RIM 28 7' �\ =' SEE$$/p,�'•ti9 INV IN 20.3' / \\ • tQQ 0$f AL 9r FT ACCESS 17578 EASEMENT I g V(TYP.) REMOVE EX. CONC.CURB & GUTTERTO NEAREST JOINT CAND URBCONSTRUC NEWGRAPHIC SCALE X. CB20 0 10 20 40 80 M 28.4'V 22.4' IN FEETI inch = 20 ft. OCLANDFALL CENTER - PHASE I �\ \ CENTER EASTWOOD ROAD — WILMLANDFINGTON, NORTH CAROIINA DESIGNED BY: RB SHEET NO. DRAWN BY; RB/TMB ENTRANCE ROAD 3A SCALE: 1" = 20' RLENAME: KNN9400S.DWG DATE: 10/25/94 SITE PLAN PROJECT NO. KNN-94000 OIVER EXTSTONE. BINUFR COURSE AND 2- —2 T T U Q H T G HWAV A OWNER: THE PANTRY INC. EASTWOOD ROAD) 1801 DOUGLAS DRIVE SANFORD NORTH CAROLINA - 1509 PUBLIC R/w THE JOHN R. McADAMS COMPANY, INC. RESEARCH TRIANGLE PARK, NC P.O. BOX 14005 ZIP 27709-4005 (919) 361-5000 FIIMAL DMGN - NOT REL"SID FOR CONSTRUICTM \ N fv \ N O N N � N TIE NEW 30" RCP INTO EX. C.B. { , 30" INV. IN 18.50 \� I �O�PSF,lt EX. C.B. RIM 28.1 ' 1 _ i \\ EX. 30" 1 IN 18.7' \ f EX. 36" IN OUT 18.0. ;t \� NEW 36" INV. IN 18.1' \ \GG S� \ C.B. \ \ RIM III IN 36"" 17 8' OUT 36" 17.7' PEA LOT 1 \ \ MB 29, PAGE 16 \ d \ F I I I 1 I I I EX. Y.I. I RIM 25.9' IN 24" I I I LOT 5E SMH 29.4' OUT 21.0' 434 LF 36' RCP SEE SHEET 5A FOR CONTINUATION OF + STORM DRAINAGE PIPE FROM P D 0 0.23 % 27.10 ,26.74 LOT 513 T/C 26.74 T/C 26.12 T/C 26.52 T C 26.72 1 25.88 25.92 \ 2.00% '1 8+I00 26.78 \ 26.86 m 9 44%_ m w 0 \ ,m m \ m m m XISlrW 36'CUW& dFrE}F- \\ EX. C.B. EX. 24" RCP RIM 28.5' INV 21.2' 50' PARKING AND \ SIGN EASEMENT III N 55'01'51" W / 190.00' TV NEW 30" INV. OUT 19.00 T/C 26.80 T/C 26.91 \ 26.71 \ T/C 27.51 T/C 27.13 II I IIIT/C 27.36 u 0 111 TLC 27.45 .34 T/C 27. MATCH GRADE OF EXISTING PAVEMENT WENDY'S LOT 5C MAP BOOK 31, PAGE 369 SS S EX. SMH RIM 28.7' I_00 FT. ACCESS INV IN 20.3' EASEMENT IIIEX. 18" RCP III III EX. CB IM 28.4' IIIINV 22.4' \o US HIGHWAY (EASTWOOD ROAD 150' PUBLIC R/W 74 TBM SSMH RIM ELEV. = 28.67 BENCHMARK NOTE "ELEVATIONS FOR THE SITE TOPOGRAPHIC SURVEY ARE BASED ON A BENCHMARK FOR DEVELOPMENT OF LANDFALL SHOPPING CENTER SET BY HOBBS SURVEYING COMPANY. THIS BENCHMARK WAS ORIGINALLY REFERENCED TO NCGS MONUMENT "ELIZABETH" WHICH HAS SINCE BEEN DESTROYED". TEMPORARY BENCHMARK EGEND 28 PROPOSED CONTOUR 28 EXISTING CONTOUR - 28.86 PROPOSED SPOT ELEVATION - X SILT FENCE ��p.NNIIpy ''•. INLET PROTECTION p'(N CARp�/� ,••• Z`t7 �EESSI SEA 17578 INE�Q'r Ile GRAPHIC SCALE za o o 20 40 80( IN FEET ) i inch = 20 ft. LANDFALL CENTER - PHASE 1 LANDFALL CENTER EASTWOOD ROAD - WRMWGTON, NORTH CAROUNA RB o: RB/TTMB ENTRANCE DRIVE SHEET NO. BY: 4A 1" = 20' GRADING PLAN nLENAMF- KNN9400G.DWG 10/25/94 PROJECT No. KNN-94000 THE PANTRY INC. 1801 DOUGLAS DRIVE SANFORD, NORTH CAROLINA C THE JOHN R. McADAMS COMPANY, ING.. RESEARCH TRIANGLE PARK, NC P.O. BOX 14005 ZIP 27709-4005 (919) 361-5000 auge L e All II 1OI1 14u 14- 5 F. Press ends of jute 4 inches into the soil a ) 1WMt 111 DOWEL I around structures and staple securely. - L - -OPTBML CONSTRUCTION JOINT ELEVATION MORRIS M EWWALL WITH CWWM"?EO OCTAL PPE L PIPE SWCF PRE I ftna PPE 0 MIL IS' 12 24' 36 411_ M• ItS111112111110i361 42' 1 49' C_ WS •r 2• •2• 1. .1. 2• Y• •1- Y. 2• •r •2•'2• I•'I T• .11" C OTr. 2 1 3 3 4 4 2 S - 5 2 2 2 7 3 4 v 2 s 2 2 N OTY. ----- •- 1 1 1 2 2 2 G aTY, 2 2 7 ] 4 4 1 1 J 7 4 r S IDL. 55. 9 7 141141191 53 1 E2 12. 12 16 19 23 73 95 01 MEN01645 YO COMTE D"rt[ES USK CONCRETE PPE OSMG C00%ATEO METAL PPE CM44ON OMS. SINGLE PPE DOUBLE PIPE COf40N SINGLE PPE WJDLE PPE O H B G T L CO. YO. N I L 1 N. 10. N W 1 G L CO. m. M I L CU. YO. 15' 3'- 4' '- B V-9. 1 /11.S'-F 0.TA 2•- T- W' 0.910 7'-0' P- 6' 5•-0 0.573 1'-I17 61-1111 0.760 19' 3'-7'1'-10 V-2• 2• 6•-Y 0.915A 2'- 9'-11' 1. 274 ra- P- r�--ir s•-B 0. 76T 2•- 24' r'- 2' •, 1- 4'-0' 2 / 6•-0 Ljp6 7'- V- S'j 2A10 3'.-9' 7Ir3'- W 77 1. 2CID V- lob.- 4- 1.597 3P '- 9• '- S" 4'-7. 2 •r 9'-2 3. IYS 3'- 5' 2.120 4'-7. 2'. '- 5 I' -By 1.7S7 7'- 12'- '" 2. AIa 1 36' S'- 7' '- 6' s•-6" 3' W-0 3.OY0 S.- Qtr. 0-1 4, 096 4'-9. 1'- 5 5'- 10'-Y 2.456 '- Iv4-10.1 3. 2BB Y^a' S•-10' •.-11' 6'-v' 7 /2' 12'-6 4, 120 5'-i I9'• fi' S.SA 5'-7. 2'-. S'- I' r1'-10 3. ]10 5'- 17'- 1- r,474 9 7'-2" 4- I,' 51 575 6'- 1'- 0-1 7.427 5'-9' T'-n 6'- S 17'-Y 4.337 6'- 0 19' +*j 5.812 '. 60. 54• WIDE X 1/4' C,.... THICK STEEL 46•X06- PLATE TRASH ORIFICE OPENING ~� GUARD EXTEND BELOW PENYANENT POOL ELEV. BRICK OUTLET STRUCTURE TT a. 4 4 36" TOP OF BERM 24.0' J' ELEV. z4.7' 100 YR. STORM TOP OF STRUCTURE j INV. 19.5' PI FV, 23 8 10 YR. STORM 36' INV. WT19.3• ELEV. 21.2' 1• STORM INV. 46"x36.ORIFICE 4 31 LF 36- RCP 00.32% ' INV. 19.4' ELEV. 19.5' PERMANENT POOL 3'• DIA. LOW FLOW a ORIFICE INV. 18.5• 9. '.. •. ELEV. 17.0' STRUCTURE BOTTOM ,'2." • '' e• COMPACTED ABC FILL W/ CONCRETE TO INVERT ELEVATIONS POND BOTTOM 14.0' EXTENDED 6" BEYOND '-� J5'x5'x I' THICK CONCRETE COLLAR BOX ON ALL SIDES - OUTLET BOX DETAIL SCALE: 1"= 5• 2� rA :.. WO. 467 A 5TONE r 4 OR CLASS D I y the to end of they �. SPILLWAY A. Our RIP RAP trench 4 inches or more in depth. in a :y s 2 Z -�,: '• � � f �- ob r WO 57 STOWE I • ' - - - - I r r' d 13. Tamp the trench full of soil. Secure with ::'yt. •.{ - •°° �° _ !•/ , 4olnoEcstJownsCrom thetrench. / FLOW •ems J �Jf - w III=_ = I =.•:•. � � III -III clll =III_` � •'^`•' , /� w p F�-= �t UWDISTURBED Ay� e ' • r. : �a�, CIIAWWEL BOTTOM C. nvrrlap--Uury tipper end of lower strip a<a ns in A SUMP 6'OTTOM PLAN strip 4Incites AOverlap nd staplen end of top Ifl •il ` ` NOTE5: I. FILTER CHF1.K DAM WILL BE CONSTRUCTED FIRST, W _- ;C•: .dYli •�.„a• E. Overfall \, •.v •�, - SUMP 5ECONDLY. • `_ `• t. FILTER GECK DAM HE14HT TO BOTTOM OF SPILLWAY fY4 IL=� - N2 A -� ,T11 ••��•- WILL BE NO LE55 THAN TWO FEET. `III \ "• �'• ••• "•�, 9 SPILLWAY DEPTH SHALL BE ONE FOOT./��\�/\ 1 /\� r!5` ' Ali / �`'•••�'•• `•, 570N 4. FILTER E FADE S{IOULD BE NO Le55 THAW 51x � INCHIE5 MEASURED PERPENDICULARLY FROM THE �ex\/� FACE OF THE LAR4E STONE. ��// p--Fold OI jute buried I •'. - 0. Erosion stn 5. DEPTH OF SEDIMENT IW 5UMP WILL BE LHELKt_b j __ \T n bill t r<•nch and t•Empcd row AFTER EACH STORM AND CLEANED AS NECESSARY I•uhi° le' \ •. •. Y • A G. REMOVAL OF FILTER CHECK DAM WILL SE DONE IN W _ of btapl4 • X /� i�� w• 4• -• • 4 �. .. .- EIJCH A WAY AS TO LIMIT SILTATION. I �9----sLaRE �S 2oU1E0 a rl+.Ys. - j,•� Place r F'---- � %/ � �i f •, �.� ,. • J : :' .,. ,�s•- staple s T- �� ;!: 4 »I 1h to 6 feet "apart as required SECTION AA T-=_---�-- { r-;_•` X,J! ==:='" :� to keep the jute -'�� : = firmly presse. ------- ----- _ �. caMt. c. M \ �'i`,: `• ,'if -Yf _' 4 ^ into the soil. -- •pE 1 -°-BARS - \ /'^ Tt=/{ , . ;',i • , ♦ - ''-' �% 1 �� . 1 1_ ___�__! IIs.Sj.._w.�,/I �1\\\\ll 1 fi i,: •( is y �y.�•_�. -.3611 FILTER CHECK DAM DESIGNFOOTIC I I- 1�' 2I �• _''�' `� N.T S. IFf •- piµ Cann --A 9AR-.'7- r f j (. `J• i'�I L/ •r. •�'J:_.`-,�.'::'' `'r`. � e END ELEVATION 'I ,. it.. �'• ,•, {, :� •, ••i _ :-_�- - % !yi _- M c TYPICAL STAPLES G I �' •i `"' i #R r W' WWELS IN EMWALL WITN REWMaD CONCRETE PIPE L PILE SINGLE PRE OGLBLE PRE o D' 15' p' A• J ]6' 42' v9' IS IW' 2r' ]0" C BAWf 'r •2• Tx' •x' •i' '2 T• "[' r' S''r •I' r 7• 1• Y• 9• T• G 'TY. 1 2 J] Y Y 2 S - s 2 2 2 3 3 4 Y 1 S 7 S 2 M OTr. ---_- 1 I S 1 2 2 G OTY. I 2 3 7 4 V, I 2 7 3 Y V ML. u1s. 9 f I4 N4 Ia SS 65 q 12 19 N 23 A 92 STABILIZING CHANNELS WITH JUTE, EXCELSIOR OR PAPER MATTING N.T.S. Na46U4•p, aaa •/I .• fR0'• SEAL 17578 t A. •, I �LIlLii(4, STANDARD CONCRETE ENDWALL FOR SINGLE AND DOUBLE PIPE CULVERTS 15"THRU 49"PIPE-900sKEw LANDFALL CENTER - PHASE 1 LANDFALL CENTER EASTWOOD ROAD - WILMINGTON, NORTH CAROLINA DESIGNED BY: RB SHEET NO. GENERAL NOTES DRAWN BY: TMB 5A ALL CORNERS TO BE CHAMIFEREO I- DETAILS SCALE: VARIES FILENAME: KNN9400D.DWG -THE CONTRACTOR WILL BE RFCUIREO 10 PLACE 2-4 BARS "Y" IN THE TOP OF ALL ENOWLLLS FOR PIPE C0.YEAT5 41" AMC OVER MIN I NINWWI OF 3' fLSER AND A LENGTH 0 6" LESS THAN EHOALL. DATE: 10/25/94 PROJECT NO. KNN-94000 FORMS ARE TB BE USED FOR THE CONSTRUCTION OF THE BOTTOM SLAB OWNER: WALL THICKNESS ITN SI M IS NOT TO BE INTERPRETED TO MEAN THE THICKNESS ACCEPTABLE. BUT ARE USED ONLY IN COPUTING ENOIALL UUIMTITES THE PANTRY INC. IF CONTRACIOR ELECTS TO USE CONSTRUCTION JOINT AT BOT70 M OF PPE. BAR 2 I DOWELS SMALL BE PLACED M THE BASE AS SMON ON PLANS SPACING OF BARS TOO APPROX04ATELY Ir CENTERS UNLESS ENGINEER DIRECTS OTHERWISE 1801 D O U G L A S DRIVE MEN CONTACTOR ELECTS TO USE CONSTRUCTION JOIIIT AT BOTTOM OF PPE AND ROAS BASE SEPARATELY. THE TOP IE BASE SWLL IE LEFT RORIGH SAN FORD, NORTH CAR OLI N A MEN SKEW OGLE OF PIPE IS DYER 45• USE G-I DIMENSION FOR VS• PLUS 6" FOR EACH 5. OVER 45' O2 DIMENSION REL BE TIE NOW GI DIMENSION OYIDEO BY THE COSINE U THE RACE OF PIPE SKEW CLASS'S' EOERETE SMALL BE USED THE JOHN R. McADAMS COMPANY, INC. RESEARCH TRIANGLE PARK, NC P.O. BOX 14005 ZIP 27709-4005 (919) 361-5000 MAL DMGN - NOT RUEASED FOR CONSTRUCTION EROSION CONTROL NOTES SEEDBED PREPARATION NOTES 1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN. COMPLETE GRADING BEFORE PREPARING SEEDBED. 2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE TOPSOIL 3" DEEP ON SLOPES 2:1 OR FLATTER. TOTAL SEEDBED PREPARED DEPTH SHALL BE 4" TO 6" DEEP. IF SOILS ARE COMPACTED DURING GRADING LOOSEN TO A DEPTH OF 6" TO 8". 3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE SURFACE TO PREVENT INTERFERENCE WITH ESTABLISHMENT AND MAINTENANCE OF VEGETATION. 4. APPLY LIME ACCORDING TO SOIL TEST RECOMMENDATIONS. SOILS WITH PH HIGHER THAN 6 NEED NOT BE LIMED. IF PH IS NOT KNOWN, APPLY LIKE ACCORDING TO SEEDING SPECIFICATIONS BELOW. APPLY LIMESTONE AND INCORPORATE INTO TOP 4" TO 6" OF SOIL. 5. APPLY FERTILIZER ACCORDING TO SOIL TEST RECOMMENDATIONS. IF NO SOIL TEST HAS BEEN PERFORMED. APPLY FERTILIZER ACCORDING TO SEEDING SPECIFICATIONS BELOW. 6. ROUGHEN SEEDBED SURFACE PRIOR TO APPLICATION. GROOVE OR FURROW SLOPES STEEPER THAN 3:1.- 7. FOR TEMPORARY SEEDING OF AREAS WHICH WILL NOT BE BROUGHT TO FINAL GRADE FOR MORE THAN 30 WORKING DAYS, FOLLOW THE TEMPORARY SEEDING SPECIFICATIONS BELOW. PERMANENT SEEDING SPECIFICATIONS - PS LOW MAINTENANCE AREAS STEEP SLOPES OR STONY, SHALLOW OR DRY SOILS DATES TYRE PATE AUG. 25 - SEPT. 15 TALL FESCUE 100 LB/ACRE FEB. 15 - MAR. 21 SERICEA LESPEDEZA 30 LB/ACRE KOBE LESPEDEZA 10 LB/ACRE GENTLE SLOPES, AVERAGE SOILS DATES TYPE RATE AUG. 25 - SEPT. 15 TALL FESCUE 80 LB/ACRE FEB. 15 - MAR. 21 SERICEA LESPEDEZA 20 LB/ACRE KOBE LESPEDEZA 10 LB/ACRE HIGH Ml I"NTTNANC I-- ARF.SS GENTLE SLOPES, -:CIL6 WITH AVERAGE OR BETTER MOISTURE, =L SITES DATES T.YPL RATE AUG. 25 - SEPT. 15 BLEND OF TWO 200 - 250 LB/ACRE TURF -TYPE TALI. FESCUES (901) A14D TWO OR MORE KENTUCKY BLUEGRASS VARIETIES (101) GENTLE SLOPES, DRIER SOILS, PHYSICAL LIMITATIONS DATES T_Y R RAIL AUG. 25 - SEPT. 15 BLEND OF 50% KY-31 200 - 250 LB/ACRE TALL FESCUE AND 50% MIXTURE OF TWO OR MORE TURF TYPE TALL FESCUES GRASS -LINED CHANNELS, AVERAGE SOILS DATES TYPE RATE AUG. 25 - OCT. 15 TALI. FESCUE 200 LB/ACRE OR 4 - 5 LB/1000 SF GRASS -LINED CHANNELS, DRY SOILS DATES TYPE APRIL 15 - JUNE 30 COMMON BER.MUDA 40-80 LB/ACRE OR GRASS 1-2 LB/1000 SF AMENDMENTS SHALL BE APPLIED AT THE RATE OF 4000 LB/ACRE OF GP3UND AGRICULTURAL LIMESTONE AND 1000 LB/ACRE OF 10-10-10 FERTILIZER. CRY SOIL, GRASS -LINED CHANNELS SHALL USE 3000 LB/ACRE OF GROUND ARGRICULTURAL LIMESTONE AND 50.0 LB/ACRE OF 10-10-10 FERTILIZER. MULCH SHALL BE APPLIED AT THE RATE OF 4000 LB/ACRE OF STRAW. STRAW SHALL BE ANCHORED BY TACKING WITH ASPHALT, NETTING OR MULCH ANCHORING TOO:.. JUTE OR EXCELSIOR MATTING SHALL BE USED IN GRASS LINED CHANNELS ._ CALCULATED HIGH WATER DEPTH. REFERENCE NORTH CAROLINA EROSION 6 SEDIMENT CCNTROL MANUAL SECTION 6.11 FOR ADDITIONAL. INFORMATION. TEMpORAF?Y SLLJD ING aLE_j£_L(;Aj;zN_S - TS DATES T-U-E RATE AMFOD-MENTS JAN. 1 - MAY 1 RYE (GRAIN) 120 LB/ACRE 2000 LB/ACRE ANNUAL, LESPEDEZA 50 LB/ACPE GROUND AGRI- CULTURAL LIME- STONE AND 75C LB/ACRE CF 10-10-10 FERTILIZER. MAY 1 - AUG. 15 GERMAN MILLET 40 LB/ACRE 2000 LB/ACRE GROUND AGRI- CULTURAL LIME- STONE AND 750 LB/ACRE OF 10-10-10- FERTILIZER AUG. 15 - DEC. 30 RYE (GRAIN) 120 LB/ACRE 2000 LB/ACRE GROUND AGRI- CULTURAL LIME- STONE AND 1000 LB/ACRE OF 10-10-10 FERTILIZER MULCH SHALL BE APPLIED AT THE RATE OF 4000 LB/ACRE STRAW. STRAW SHALL BE ANCHORED BY TACKING WITH ASPHALT, NETTING OR MULCH ANCHORING TOOL. 9RAaED-51,QES AND FILL$ - THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE WHICH CAN BE RETAINED BY VEGETATIVE CO:ER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED SHALL, WITHIN 30 WORKING DAYS OF COMPLETION OF ANY PHASE OF GRADING BE PLANTED OR OTHERWISE PROVIDED W7TIJ ,P(SND COVER DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. QtR.QUND COVER - WHENEVER LAND DISTURBING ACTIVITY IS I:NDERTAKEF Of A TRACT COMPRISING MORE THAN ONE ACRF. IF MORE THAN ONE CONTIGCOUS )--RE IS UNCOVERED A GROUND COVER SUFFICIENT TO RESTRAIN EROSION MIST BE PLANTED OR OTHERWISE PRJVIDE WITHIN 30 WORKING DAYS ON THAT P^PT:ON:=F THE TRACT UPON WHICH FURTHER ACTI':E CONSTRUCTION`NOT BEING :'NDFRTAK£N, PROVIDED THAT THIS SHALL NOT APPLY .. _LFAPFf':AN:: RH I�3 'IMF BAS;`J OF A RESER':J:R LATER TO BE I4',N.^'A.77F_ SEQUENCE OF CONSTRUCTION I. OBTAIN ALL APPROVALS AND PERMITS NECESSARY TO BEGIN AND COMPLETE THE PROJECT. 2. INSTALL GRAVEL CONSTRUCTION EXITS AND FILTER CHECK DAM. 3. SCHEDULE AND HOLD A PRECONSTRUCTION CONFERENCE WITH EROSION CONTROL PERSONNEL 4. CONSTRUCT STORM DRAINAGE, POND EXPANSION, AND ENTRANCE ROAD. 5. STABILIZE ALL DENUDED AREAS WITHIN 30 DAYS. 6. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES THROUGHOUT PHASE I. AT THE COMPLETION OF PHASE I, EROSION CONTROL DEVICES SHALL BE LEFT IN PLACE FOR PHASE H CONSTRUCTION, AND SHALL BECOME THE RESPONSIBILITY OF THE PHASE H CONTRACTOR. =liter of 1 .7iameter Nasnea i Stone '.tax. -4 ',tin.... 7ary neiaht usina :IoCKs bf vanous :nickness and.cr :ar4inq the numoer It ccurses Zx4 Bracing Concrete SIOCK Hardware Cotn EC'l f ; - 1 .asp—.ase.. -eiant must be aoiusted SO mat over) ow enters he inlet and does not cvpass it. BLOCK & GRAVEL INLET PROTECTION Exist PuWk Road or Provide Drainage Away from the Ottw OH -site Pavement Exit Location to a Sediment. trapping Device Gravel Exit. / j / Keep a Broom and StwvN Close to the r iFExit Clean the 1 Street 50' Minimum J �� It Is Advisable to Provide a Separate Entrance to Reduce Traffic Across the Exit and Wear and Maintenance .i \ 12' Minimum The Exit Location Must Slope Awav from the Street or Steps Must Be Taken .(Grading, Diversions, Etc.) to Prevent Runoff flowing Into the Street B- La er of 2-3" Washed Stone Section A -A 8" Foundation of Compacted Crusher Run Stone GRAVEL CONSTRUCTION EXIT LANDFALL CENTER - PHASE 1 LANDFALL CENTER EASTWOOD ROAD — WILMINGTON, NORTH CAROLINA DESIGNED BY: RB SHEET NO. �+ DRAWN BY: TMB VA SCALE: VARIES DETAILS FILENAME: KNN940D2.DWG DATE: 10/25/94 PROJECT NO. KNN-94000 OWNER: THE PANTRY INC. 1801 DOUGLAS DRIVE SANFORD, NORTH CAROLINA THE JOHN R. McADAMS COMPANY, INC. RESEARCH TRIANGLE PARK, NC P.O. BOX 14005 ZIP 27709-4005 (919) 361-5000 FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION i e: .• r . N C�OD ttU�ii� .-� - t0 �U OO�00c wtj A { CD Ar J Zry 9 m A � rn vn-CI OM m Qtp a pp dp v o m m=oc�N rmc �0 �A i� `_ �� ..."`•' „ ......� ~� �.,.-�r.,�,,.� y x p 6 Q° m QD 01 TZ (A Iwo•� ® _ � 1 r m o 1 C1a _ D �. 0 _. -� �. r �"x ._ _ f 1 ) r 1 t ` x /f z r z o % I P 1 f r f ,. / g r 'J sr � jai 1 , *•-__ �' O { r '°"`, f l {1 f, h / f a '- }0'13 $�q f ` �.. 70, f { {f W }�• �A 9 C� tf 13 t- Ryp AJ` f0•q� _ f` , 24 / O I / 6p 2S v' { , 45.92' �_ 1"---ya.,..ti.,._ _ '" / r' (Typ c" �'AC� _—mil ls� sk ' N 123, 's n � 0 . N j sp C�O / T R/S i i ,_' "� •� f r` A A O 14 (TYP) A c9S 98° 42' a IS ap'4� X 25 { Q O j 1p mer w 70 ' `' 10• / fi c nS / �.�o r N� t ha; -A h� 11p �4,-t/; lttilr. / T 1 77 Cb W/off 24• 1 p5• ^T,ff w j A 8Tm5 iZ 8p �3 " 8P25� w y o 1T �) (� 15• f 5 A i {f +� 2 W 8 �°OCFg 1 1YP 13� C� .� � (Typ { !y/�i rn �, 16 �q Cti W / v � / e a �53' / I' l j,5• � -i ¢ I 1 1 � o f },3' A7YP� (T 24, 6.64' li! � / W 102 A� # AUl O N ib 31� / u `ACsg 9TYP if ;ON �A rn �� III ' a 4' t } w (IT o t 4' 2/ Rif / v Op � /y� 7 ' if / o n T mmo mm f _ A 01 _ f 1 + r �v Ch 61 41 aw low 70 4'h§ri4 '4ax �► ♦♦ I TI 17 W 1 `� �` �''A� �' Ci Trp • I/ t.,� q /C!O, I l\ \ {I ( p ' ' IV 24.pp. i \ t `f $i �J• � � � Qi �i \ o � \ ` i 35.90 O 41 o ♦ ° y \ / .ZEF Cb NI lg� Im , /�yv O'Sjb Ss �O ♦ `ti r �� 9 / �A1 J. 151. ' I r q�\♦♦ // \'k't O A/ / . 1 fj `` , �" r '�i°'fw. rem lr y ro ' t ♦ ��♦ \ r D 1Zr--t i \\ 00 NN ,h'i/ UI / y (/ Ab rn /_"Ob 01 �iS -, - � OC lrra �A y � l �' % �s V � �\ \� �j� `• \ \�1 \ f,i-".a ,, � f� I,O r / O i ` f+ ,%i h,. +, ^ °6 - �F a ,.> ',i y , ".0 e' ,,�,y fi •r+o- a xx `.. iy -`.. { AXM .'" t n,»-�'.: h -... €.. ':+�.. .T' ."ri.' arr i�, ': ^y "`�, x. E: ti, �"*z w w a ?..: m ..... `: �°',_ '✓ .iltyi.:. e.-x�``_: e*. I r IA t_:. .T ,�� i >- 3TRt �:5 .�, X x� .,v,.:µ ff - u.`, >.-a, ,: *r''`b�... -a g : yy,.0 - 'Sk _Y_. v'z: ,a d a.i-'a* ,.,�="..' lt. a c ,9 ''3^• _ '. MMON _. a .. x...:�.._. .. _. _. n.. IS I i f; {� I , W d i � y ... .1� s.:,.._..� �s� ... F.e xaue .c .. .._ - •k _ - mmZmf �{ ZZ a) q rn En O m0 + 46.g• m / rr i� ram-' ftj `f v o / J 0, / F ' /t 2i I 1 /v N A . , I � D�, I• l �o I w I / N ' O / I QO_ W 3 / •� a IV PT U+ +09.90 / � L I oz cz 0� t5 m 1 / to 0 mo / u , + , m1 1 / If I 1 / 7- 0 / 0 2 / 2 Z a (Ao 0�� m0A / Mn p0 I/ > 1 I V r r I i N y Sapp �� }� ✓ ,S -gig 'Y ..,.'•�y'F"�C"�.r "'Y�� y:{'Pz _ fi .fi i.. n z .4 °h is M h .f M.T 'x�, x':. "+.. .• ..-....�.rSu�_�r.s.v-c-,°..3'a'�_r ram. ._ .,Y., .. _'.,;.._�. i_ . `�R-, ,.. s. ., .. fs»s'�1WCCKn VICINITY MAP NTS R2 I \ 11 1 II it ,I --------------------------------------------------------------------------------------------------�/ DRYSDALE DRIVE 5MCQ'IG AMMI_r#410N TNS Ater" or N.tr PMOTrcrm 5 A°MI.rft" W 90 MAW MOWS AM eV'901W Mtn VNfilO.' AM OV�CAPAON IS wcr5sw TO MIS~ rxms 1VE MoNipm Pmb" Sfirnm •TI THIS M rrvp OF U cr PI001ecTION IS OVde'LOW C.ApADLIrY IS NX955ARY To a 1"wnw APPROVED '`�' A ,1 7 I-, NORTH CAROLINA ENVIRONMENTAL a r y r y MANAGEMENT COMMISSION D DIVISION OF ENVIRONMENTAL MANAGEMENT 1 E C E I V E DATE 12 -18 119 74 l N O V 2 01996 STOR"ATERCEflTIFunO1110,Ltts g41017�. PROJ#& for IV -- ---------------------------- --------------------------------------------- - - - - - - - - - -- -------------------------------- -------------------------------------------- 27 UCNTPOLE � \\ III ups sox 1 II 1 �b III I I ucNT I# I I I II 111 1 2 3 4 6 8 7 8 9 \\ 10 11 12 13 r. ', I EXISTING FOOD LION SITE PLAN 1" = 10' II I � r � I "' II Iti I1. �I1 �II 011 III �14 II� j4 NEW TRANSFORMER 11 LOCATION II Q tx %Lk 1 4 II �- II I� I' Icy 11 I I 1 I�I I II / DAft; PWT4Izu 1 R2 NOV 1 9 1996 1 1 APPROXIMATE LOCATION OF + �EXISTING D.I. WHICH DETENTON PONDTO EXISTING RMWA ERNS W REVISIONS Date I Description I By 11—_ I REVISED GRADES SMIA a r" 0 00 C\2 a� co o W CO Ff--1-•� coo O I I m a z Wzz �4 CDz Q-+ C\2 ooa2 mo w a Q) 0) a 0 � � aw C--4 �\A C,AR04 / gg r SEAL 17374� OREGO DATE 08-21-96 DESIGN PGT/SMH DRAWN MLH c 1 SHEET 1 OF 1 ••