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Home My WebLink AboutSW3130302_APPROVED PLANS_20130326STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW DOC TYPE ❑CURRENT PERMIT F APPROVED PLANS ❑ HISTORICAL FILE DOC DATE 1029� YYYYMMDD if A. 1:' i 1.' L 2— LEGEND FOR PROPOSED IMPROVEMENTS PROPERTY LINE / R.O.W. PROPOSED BUILDING PROPOSED CURB AND GUTTER PROPOSED INLET PROPOSED CURB INLET = � � � � PROPOSED STORM SEWER SECTION A — \4 4 EXISTING LEGEND 0 CONCRETE MONUMENT POND 0 WATER V x NO POINT SET �, HYDRANT • EXISTING RON PIN (AS ff POWER POLE @ SANITARY SEWMANHOLE LIGHT POLE MAILBOX GUY ARE.tee sm TREE DROP INLET �3 CRP CORRUGATED PLAsnc —p—p— p— OVERHEAD POWER LINE ----T — — — — T — — — — T — — — — T — — — — T — — — — T— UNDERGROUND TELEPHONE WATER LINE FENCE SANITARY SEWER LINE STORM DRAIN LINE ------ TIE LINE affW YOU (MG I BOUNDARY AS SURVEYED CALL 1— 632 BOUNDARY BY DEED OR PLAT N.C. ONE CEN41909 14 EASEMENT LINE IT'S IT'S TH AW I IN TFRS TATE 85 NORTH EXITZ� SALISBURY RC 120508 file: 1205080 drawn: rgg date:02-26-2013 CAI? 0z RF�DURCF IGNSULTIN5, LLE m 0= P-0280 OF LD J z � 0i LO 7t-- LO :3 1 U-1 Lo LO Lu ai C) 00 Lu ZD un L--j Fu C) 00 rlj Ln F= 2�L D1 1.0 CL, 4- - 1.09 AC cn x GRASSED '0 r-- ro Lu rj ra [rjB > C1 0.53ac Lu C)1 cn PAVED - 0.53$ AC Ln rr, aj = Lo cn M L-J ra cu c r\-j f, r u r\j Lu m CD co Ln r\j m W L-J r\-j m A2 0.85ac Ifro r PAVED - 0.71 + AC GRASSED - 0.14 A ........... 0 It I LL j B2 1.37ac 0 �� li j f PAVED - 1.37:k AC TRASH �`'A3 0.26ac o M. YARD 6±AC r— s m GRAJ" - 0.10 AC ;u 08 > 0 LOVLOVE �.. Q 0 COUNTY z STOF#*! _ Q ok < I I — I i 11,65W.F. 0 •800FFE��g01.00 0 8 BAY TRUCK CANOPY �I U=� a Doom= or affm mm m I 13 C 13 �1 11iI IEM�ILI Im111 11�11 ___ J 1 uu J Lu ui CL 8 0 0 0 VEt S L Jr >11 .13ac PAVED - 1.87 �: AC Al 2-09ac >< GRASSED - 0.261 AC PAVED - 1.45:k AC ui GRASSED - 0.64 f AC 5L'v3130302- 6/1 13 tz LO ZA (/1 .7 c J. (�* ......... .. . . . . . . . . .................................. . a > Ln 0 . ......... mmj Wa Iwo ....... . .......... -76 . SCAZE AV FEET / x wf 6� m 4W d7' 7110' ' �k / �� l]` •••'FES31pN lf0 CARO` THIS DRAWING IS *NOT VALID WITHOUT AN ORIGINAL BLUE INK SIGNATURE AND ORIGINAL HANDWRITTEN DATE OF A LICENSED PROFESSIONAL ENGINEER. POST DEVELOPMENT DRAINAGE AREAS 10VE'S / .- N.T.S. 0 DRAI NAGE AREAS PLAN TQ LIT TUT-% 1EYND A T)T)D f-%1 T AT xTrvir ut-in f-'r%XT0r1m1r TfN1P7f-%XT r. R RAMP �A SITE VICINITY AMP ors) W -77 i:'? 7- 7 if 7 4 &w -2 B SECTION A- SAND FILTER TRENCH SEE DETAILS ANTI -SEEP COLLARS SEE DETAIL EMERGENCY SPILLWAY TOP OF POND EL = 795.50 OVERFLOW EL = 794.50 8' WIDE TRAPEZOIDAL WEIR WITH 3HAV SIDE SLOPES OUTLET CONTROL STRUCTURE SEE DETAIL SHT C-8 INV OUT EL = 787.42 'b v ........... 4b 4" 11b 6.0 4b Z) A�) 6.10 41b UFT` STATIC)_0Q.00 ......... .. _p1_u .40 -7,98.0M CONST T JUNCTION --BOX\,.,, 220±LF 18*0 RCP ON 1.07% GMW 'P FR N OT STD 8411, 41\ PTO EL = 797.50 INV IN 785.07 SE 1%.V IN EL 85.07 SW EX 1N.07 NW urrm r r_ CONNEC S. CURB INLET HROAT EL 794.50 6- UT EL = A2.50 W IN s EL = 74a50 SW <11 SOTTO NVERT = 7&7.00 11794.50 1#LF 18-0 CP ON\13.6% GRA E 56AF 1 8"o CPP ON 0.099 GRADE NCDEWR POW, EASBAENT I - - - - - -AOCESS - - - --- - W, LF/ 15 10A WQ_ N0E 9 .7 ", 0% GVAD)� 60 . 4 p cj S. \s\ 797-00 TIREx 9,197±SF .50 I R \ \ :` , `` 79 ODNrRWM SWI m X ARCHITEMUR& FMa -33 PL%4S VESTOULES, CANOPIErN SUPED GUIDW 01*31510M ,EKAOF798'40 j I ~ 'vEW MOM ROMIS, DWE HM. 797 cjB.5 W= LOCATIONS FM ALL MNG UTM ENTIRMCM 401 9S. 98.00 NN 5) X -30 ±LF 15" RC -7 '9B.5 9B.50 NOW DROP INLET PER NCDOT STD 8 7 1.50% GB. NSTAEXTRA HEAVY DUTY CONCRETE APR 97FEV BEYOND INLET WITH CONCRETE ED .10 1/2 INCH LOWER THAN E 798.0 ASPHALT PAVE ELEVATIO 7 .40 1 i TE EL = 7966 INV OUT EL = 791:9 \ `\ `\ ` \ 98.10 30 98.90 1 798.OdNV OUT EL = 791.86 X,L PROVIDE 20 OPENINGS IN EACH FACE OF INLET BOX 18" BELOW FINISHED PAVEMENT FOR DRAINAGE, WRAP WI • ` . ,. . ��. .^,� ___ yam\ c ,Y% \ A IiILTER FABRIC, MAKE STORM DRAT E C CTIONS. .60 ;-x 799.0 ),(798.90 - - - - - - - - - - - - - V T 80 7 98.06 99, 9.90 SMAILE AV F127 15' V M. 60' N 8.01 DWI- K_.) 46♦ Iry sand C.A filter A -7' qW41P POND PLAN ): -1 MA SLOPE i: 1 MAX 1 5' MIN 3:1 SLOPE I BERM SLO FOREBAY : 1 MAX I IL -I "IN I 1%1_114v] I %ill U/0 OL-urv- t-LK1-UKAILL) Z4 9D Klbt.K SEE DETAIL WITH #8 STONE SECTION A -A SAND FILTER PONDS NO SCALE 12' MIN. j 18" CLEAN WASHED SAND 7" #57 STONE im 6' M A X SAND FILTER TRENCH DETAIL N.T.S. 3 W 31 70 34 Z_ V-Dip c - I FILTER FABRIC ENVELOPE 75±LF 4"0 SHC 40 PIPE ON 0.50% GRADE, EACH WITH FOUR J" EQUALLY SPACED HOLES EVERY 6 INCHES ALONG PIPE RC 120508 file: 120508details drawn: rgg date: 02-26-2013 CARO RESOURCE zz 0 CONSULTING, ILLE m 0 77- P-0280 A- �V, F I RIA N� If/1110 F1IM0 LD I r_1 77-1 aj Lo :t-_ Lo =3 1 Ln t-n E t-0 LIJ ai C) Lj L-I oL_u C) cn Qj p E r- 4- c) x Lu r-- ru ru cn m -In co = cn CD Lu Ln Cl:f Q ra E ct:� t-J c=r L__ r\j Lu C- = r\J r" C) C3 r\j -l._ Ln r\j m W W Ix L__J ru cn rt- I- 0 0 F� 0 cm ,Sj F S10"V4 THIS DRAWING IS NOT VALID WITHOUT AN ORIGINAL BLUE INK SIGNATURE AND ORIGINAL HANDWRITTEN DATE OF A LICENSED PROFESSIONAL ENGINEER. 08 % 0 POND DETAILS /11IF11110 In-; I v T r7 777T., A, 3, IrqP3 &A / 79 �;- ry 213 o gbh LEGEND FOR PROPOSED IMPROVEMENTS - - PROPERTY LINE / R.O.W. PROPOSED BUILDING PROPOSED CURB AND GUTTER 92 PROPOSED PARKING SPACES cl El PROPOSED FENCING SYSL/4" - SINGE YELLOW SOLID LINE / 4 INCH THICK DYSL/5" - DOUBLE YELLOW SOLID LINE / 5 INCH THICK EACH SWSL/24" - SINGE WHITE SOLID LINE / 24 INCH THICK SWSL/8' - SINGLE WHITE SOLID LINE / 8 INCH THICK SWSL/4" - SINGE WHITE SOLID LINE / 4 INCH THICK SWDL/4" - SINGLE WHITE DASHED LINE / 4 INCH THICK o&"—W27:E Jo, \ \ SILL 24*k UTIV�, 1 11 -.+ I 30" S"OP 3TdN- R1-1 S DETAIL '-- 26131 ;;;240 ` 2 EXISTING LEGEND ■ CONCRETE YOLUYENT FOUND A WATER] x NO POLNi SET • PIN (As D�� FIYDRANT \ POWER POLE ® SANITARY SEWM1Ahk0LE LIGHT POLE f ` C GUY WIRE WIRE ,y: TREE SIGN i. ® DROP MILEf r ? CPP CORRI.K`,ATED PLASIICE —► r . . .--- OVERHEAD POWER UNE \ —_-_T—___T___ T----T---_T---T— UNDERGROLMD TELEPHONE ----*--------�______�--_ r-- WATER LINE m m ■ x- >t—r r r x ---- --------•---- ---- FENCE SAWARY SEWER UNE STORY DRAIN UNE —..—.._..r............._.._..—.._.._.._.._.._.._.._.._..— TIE UNE - - - - - - BOUNDNZY AS SURVEYED — — BOL1NDwW Ott DEED OR PLAT ------------ EASEMENT UNE INTERSTA 85 NORTH EXIT -RAMP' INTERSTATE SIGN �•-`'`� REF: ARCH. ,�. SITE ANALYSIS LOVE'S TRAVEL STOP 11,83 7± GROSS SIF TIRE SHOP 911 97± GROSS SIF TOTAL SITE AREA 10. 1 ± ACRES + 1.43 ± ACRES ZONING EBI - Commercial Business Industrial PARM-SIMARY1- AUTO ACC RV TRUCK ;,TOTAL SPAEES'PROVI D ED 82 4 -4_ 12 A t -, n t� SALI SBU RY MATCH EXIST. STRIPING 24" SYSL 045' 13' 14' 14' c [�l 1'L"I 24 m� 14' 13' r rrI ;] ! D r r 30" STOP SIGHT 'R1-1. SEE DETAIL i 14' CONSfR= CONCRETE MEDIAN ;� PER NCDOT YODIFIEn SW 852.01 SWSL/24" D" STOP SIGN 1-1. SEE DETAIL SYSL/4" cunt 11 nrD imoirc SITE VICINITY MAP orm) RC120508 file: 1205080 drawn: rgg date: 02-26-2013 C'R0 :��RESOL1RCEy�''. rn EQNSULTING, LEE ; z P-0280 o =�z •••`. i �� Fr RM � • � F DF 1 Ip,1)`,`�� r V Z J z — � Lo L �� Lo oC Ln E i Z LLU ai CDLo t--1 u Q IL 11 coQ — Lfl t I C3 V O co f\! vi m E ItiJ uu _ � ] o x I 1u a, ra _ c o w L O ul fz a.l 21 Lp � J = J ol -- ra M QI �-- w� C3 m ��W �m W 9 0 Q < z oJ_ o ce of w< Uj J U w = F— M O� Q o Z V) x M W o0 L� Ul uu 00 J 1-�P313p3o2• ��z7' 3 � a C- I V 1 Sr" .w Fmr V 1 JL/ Y ter{ �� • - - 4W W. / LOVE'S 1.43± ACRES / M , ISSUED FOR APPROVAL NOT FOR CONSTRUCTION MEDWN. Cn �� 1 STRIPING'':.\ ••CARQ� i,j � r j 1PER NCDOT . oFEs ipy.• �i % IL- I' THIS DRAWING IS NOT VALID WITHOUT AN ORIGINAL BLUE INK SIGNATUREa AND ORIGINAL HANDWRITTEN DATE OF A LICENSED PROFESSIONAL ENGINEER. q(• '9 . I i O •: `SITE PLAN GIR� - r 7 — i i �- '1 �.�.s - i ;, r-, — f w - i rt r:+a ,ri I. T R _7 r' i '•I i '' G i i l �` t �.t 1 S"}� h ill y�r�� ; 11 •4r• :1 ��'� {1� I'• 7 I 1 � 1 _SI''�i i I/.. �! . - j - - L- - -- : �: : - - . Z.- - - :- , : '. , , , - - -:� .1 . 1 .2 � 0 . .'- . ox , �t ,_ 'I -, , - -1 ;�- tl� - , 1 : - , I . L '. L - .- ; . . . . - . i Z - �tT, . ,. � , !� , 1. , LI-11 LJ-L 01 ap v-1,913J2�2 LEGEND FOR PROPOSED IMPROVEMENTS PROPERTY LINE / R.O.W. PROPOSED BUILDING PROPOSED CURB AND GUTTER m PROPOSED INLET I" PROPOSED CURB INLET � � � = PROPOSED STORM SEWER X12.10 PROPOSED ELEVATION 10 k SALISBURY 1:3 RC 120508 file: 1205080 drawn: rgg date:02-26-2013 I I fill,, /f, CAF?o4 RESOURCE CONSULTING, LLE I Z7�=:! 0 -A p -0280 F I RO OF 03 L-0 Lo V) t-n E-z Lo LIJ ni c:) Lo Lj Li L-- CX:) = C) LLJ =3 C3 CC) ro r\j v, E ai 4- 0!� CD X ro c-- ro Lu Iry 796. Y f. LIJ 75 T ANTI -SEEP =3 t-A COLLARS SEE DETAIL UF'T, SfA8.00 L-J ro CD 0, Ln -j EMERGENCY SPILLWAY > TOP OF POND EL = 795.,% r\j �W-±LT-24!-RM rn m OVERFLOW EL = 794.50 1.1 8 uj ,9 Ln 8' WIDE TRAPEZOIDAL WEIR ob\ ON 1.79X WAK r\-j ro (D uj L-J cn WITH 3H1V SIDE SLOPES N T JUNCTICIk--BOX 220±LF i ro RCP STD 840.�I\ ON 1.QM GRADE AREA OUTLET CONTROL STRUCTURE '-,,�O EL = 797.50 797. NLOADING AR GRADI DETAIL SEE DETAIL SHT C-8 13 1W IN EL- 785 07 SE INV OUT EL 787.42 197-40 91> INV IN EL 85 7 SW Q� Ex INV OUT EL 7 NW N %o MAKE STORM D PIPE 98.01 798 99.00 �?,q 7. , 86 8.5 C 798. 798. 0 tk 11, LL 9& glau va. 00 06 8. 98. COMPACTOR AREA IM ;Z1 00 CURB INLET, GRADING, SEE DETAIL- % 799. 2.80 THROAT EL 794.50 TRASH clow"so OUT EL 'n2.50 W m m I UT EL 700,50 SW 79$ r 00 T M 13011 787.00 799. 7 k8c 20 99.00 1 ; .00 YARD I 794.50 BUILDING •800.83. 0 =800.60 799. > 00. /Co CR 0 REF- ARCH C5 0 80. /11 22±LF 18'0 791. 9.00 00 QW-13&6% 00 OD 50LF 18*0 CPP LOVE'S i"". Q t _ , ON 0.00% - - - - - - - - - 0 CL COUNTS cp 4' o ACCESS 0 E)=& JEC33.. 0 -4- STOKE 3 Q . < / 4 8 , 11,650 S.F. 0 SECTION A -,AV 0 W�) og, 1 800 1 sand i I 3.:FFE = 801.00 0 0 d 0 0 ♦ III LVI. 8 BAY TRUCK CANOPY - co 0 1 0 SAND FILTER TRENCH 3* p, 09 * co orn M ANAXIINCKM 4 SEE DETAILS X ell af Co poomm W&M ORNE AM EX#= 0 *7 Bum= UK" Ell CD 9=9 uJLE I - 5*0 c 797.69 c". 01! Lu *797-.6-U 800, CA7 8bo.6b/800.00 -71 1B•CID 99.00 799.3c?l ui 8 01. 404. Lu 797-00 4 '33 -7( TIRE SHOP\ I 00. 9.197±SF FFEd-M.60 99. WN 800.3 799.0 my .20 00-33 ID I 53 ARE== Rot g5.401 Enn f .40 -390.00.,, 8 1.0 GUL OF 99 M ONENSM -7 S I97. FM ML um" smWaL 99.00 799.8(Y 80. 9 10 REMOVE EXI WIN' INLET DOOP I 8.00 PER DOT $TD 80.14 )C798.30 u 304±LF 240 RCP 11 �m 4F 1 "'L , GRATE =,,797.00, 1 1119 ON 0.44X GRAD 800. INV IN EL ='� 79 0 1.00 F 15 N DROP INLET PER NC 8 Z NV OUT EL 793-2�1 "S T 99.06, -796-46 L .00-- j STALI EXTRA HEAVY DUTY CONCRETE APR■ 97.10 FEI -T BEYOND INLET WITH CONCRETE PKUVIUt. lz-1011CP5114 f--� FACE OF INUT 1/2 INCH LOWER THAN 798. ASPHALT ELEVATO BOX 18" BELOW FINISHED '-PAVWENT' FOR DRAINAGE. 40 E 79800 'WRAP R FABRIC, - - FILTER uj 796. 97.3 INV OUT EL = 791.8 0 M DRAIN PIPE .1i0 ()(jNV OUT EL = 79 1�C86 KNECTIO S. OPENINGS IN EACH FACE - V) CO I 797-9 OF INLET BOX 18* BELOW FINISHED -90 PROVIDE 2mO FACE 74 ♦a PAVEMENT FOR DRAINAGE. WRAP W 4 -3 qb 7 7-Ir-, C// . � uj 00 al �LTER FABRIC, MAKE STORM DRAI L .. .......... C TIO A, NS. 290.60 -7 lo un 799.0 0 \798.9 - - - - - - - - - - - 3:1 806. 0 0 71 1070F 798 4, 7 KW�Lyti - - ---- 99 9. PAR LANE EXISTING LEGEND CONCRETE MONUMENT FOUND m CONCRE _7 X NO POW SET #v FErr • DasTm IRON PIN DESCRIBED) POVAR Pau SANITARY SEW�� LWHT POLE MOULBox 4e GUY WE TIME SIGN DROP INLU CPP CORRUGA1ED PLASTIC CAJ?o 4 F-P p-p-p-p- �/ / 2t, OVERHEAD POWER LINE S/4 / ,,, 1: - T - - - - T - - - - T - - - - ir - - - - T - - - - T- UNDERGROUND TELEPHONE R06-- _ " -1- " / -�- �t - -!� THIS DRAIING IS NOT VALID WITHOUT AN ORIGINAL BLUE INK SIGNATURE AND ORIGINAL HANDWRITTEN DATE OF A LICENSED PROFESSIONAL ENGINEER. WTER LINE 78-5 98. 00 �"798. 7 Q r. LINE NSANITARYSEINERSEINERLOVV S-9 STORM DRAM LINE ------ ------ ------ ------ TIE LINE F YOU Dia I o BOUNDARY AS SURVEYED CALLA- 63 N-C 0 4 BOUNIWY BY DEED OR PLAT � M &N GRADING PLAN EASEMENT' UNE Irs Im W I Q G _ - -_ - -/ ISSUED FOR APPROVAL - NOT FOR CONSTRUCTION "lillI/if R �z TE, 7 ORTH X 4 7 .......... ........... .................. f SITE VICINITY MAP orsu 7 J"!- t" v m -A