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Home My WebLink AboutSW4140401_APPROVED PLANS_20140611STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW llk�()Y'Dl DOC TYPE ❑ CURRENT PERMIT APPROVED PLANS HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE YYYYMMDD SECONDARYSECONDARY Y Ir PSSYY T"ii _ a r $ Ly SHEET 11 OF 254 &b g t„ 297-53' MIN "y g (r CENTIRATE x " cs z (b ---�-NPW PUMP- .a, v PC— ia AIED C DeNR 4 ins= Salem ' PARTIAL. SITE e , � - 1- — —1 R uiona O ce GENERAL NOTES (CONT) . � ffi Approved Storrrtwater Permit Documen S. INSTALLATION OF POTABLE WATER PIPING a -HALL MEET THE REQUIREMENTS OF THE RULES GOVERNING PUBLIC WA f E.q SYSTEM u; Construction in accordance with these documen required by the stormwater permit. North Carolir NORTH CAR;OLINA .ADMINISTRATIVE CODE TITLE T 5A, SUB(,HAPTE,R 1 BG, SECT-XORr . tT906, rules require that the stormwater system designs '. FOR ALL; SITE GRADING, SMOOTH PARABOLIC TRANSXTIONS SHALL BE MADE BETWEEN (GHA&rQE'S IN SLOPE, PARABOLIC RE LADING inspect during construction; certify conformitywi SHALL APPLY TO ALL CUT AND FILL SUCTIONS. plans and specs: and certify compliance with the stormwater rules. (15A NCAC 2H .1008(j)) �IiTL �S FOR fEST�#E�GZiT REQUIREMENTSi7 3J lEf}PZAa, 7�B. SEE afETem.5k�0 / Date 3", G U THE i-EAN "POTENTIAL FUTURE" OR "FUTURE" AS TNOICATED € N THE DRAWINGS REFERS TO THE ENGINEER'S INTERPRETATION by NC Division of Water OF THE NEW ITEM FOP THE FUTURE, BASED ON AVAILABLE INFORMATION. Sheet # f cy !06 Revlsion Date 9—,, 10. CONTRACTOR SHALL FIELD VERIFY PRECISE LOCATION, ELEVATION, AND ATRRANGS M NT OF CONNECTIONS OF NEW YARD PIPING WITH EXZSTTNG BASED ON FIELD CONDITIONS, INCLUDING EXPOSING EXISTING PIPING PRIOR TU FABRICATING NEW PIPING. CONTRACTOR SHALL PROVIDE FITTINGS, ADAPTERS, SOLID :SLEEVE CLOSURES, AND HARNESSED MECHANICAL COUPLINGS; ROTATE FITTINGS; DEFLECT TOINTSx AND MODIFY EXISTING PIPING AS APPLICABLE AND AS REQUIRED TO MAKE CONNECTXONS, INCLUDING' AOJUSTNENT S FOR ANY OFFSETS IN CENTERLINE ELEVATIONS BEIIyEEN PIPELINES. CONTRACTOR SHALL PROVIDE TEMPORARY PLUG WITH FACTORY OUTLET SIZED AS REQUIRED FOR CONTRACTOP'S TESTING AND DISINFECTION WORM BEFORE MAKING CONNECTION WHEN APPLICABLE, CONTRACTOR SHALL COORDIPIATE AAKING EACH CONNECTION WITH THE OWNER. 11, ALL BURIED VALVES SHALL HAVE AN EXTENSlT.t`N 5'TE14 INSTALLED PER DETAIL A DIV SHEET 0-05-5ol. 12, REFER TO SPECIFICATIONS AND PARTIAL SITE PLANS FOR IDENTIFICATION OF BID ALTERNATIVES, 13. PROVIDE HOW STRIPS AROUND ALL NEW EXTERIOR EQUIPMENT PADS, MANHOLES, VAULTS, AND POLL BOXES. REFER To DETAIL F ON SHEET C O5-ROB: Is the 0 C6 co _. CL LpU yy V gm cc cup A W 0114114 Q 112 1 ,IF r)HIS SAP. DOES HOT 1SURE 14 THEN DR>ttMNO ZS XL. T # ;Erur $ I D -S'u CONTROL BUILDING 1 CID 3 q LI 4 0,1 ')avt<r'err AC-05-5C2 �-s. (l YP) to 3 !0 UJI HVAC LUI co N 82035$;3 �g E . 1605704.56 S . HA TIUIILDINIGt LU nc 4' W CONC STI)EWAL CHECKED: JW APPROVED: KAL .—__.�.....�..m..... DATE f4i14 r Permit Documents D 112 f s wrth these documents is r permit. North Carolina-, e nwatersystem desf®ner IF THZS BAR DOES NOT n; ¢erMy Conformity with the MEASME 10 THEN DRAWIPG ZS ify oompi�ance with the -. NC; rp P U SSCALE : 'AC 2t`t T008 (p) ) f Date PROJECT NOI ".. ;.. 1'.:+, `. ,, ;t `.' ':.. t: 7iiU7,Utt -,.- ...a . _..-:. ;� ,:'; �. ..,. .- ......: - r �• - . 'vO:; _ .._ Y... , ...:. O C- Sheet .. ...' r . Y ! .. . a a t Uj ., MUM)co 3 r0 YR FLOODPLAI L t t �.. , '.. p, j .r . r cc FLOODWAY (TYP LL CC Liu k Approved Stormwater permit Documents on m accordance w <'- Constructs with these documents is requiredby the sto mwater permit. North Carolina - rules require that the stormwater system designer - ' Inspect during construction; certifyconformity with the plans and specs, and certify compliance with the ewith he " -` stormwater rules. (15A NCAC 2N 1008 (j)) -�` ieet�IT4Y le, CDivisionVh ston aMunl uCwV£ONED. ttF �_ TES: DETAILED,, VjR4 A TREES, c ALL ? S7U .t S, A +i� R,_.SH SHALL B �iN E��?V _D TO EXTENTS SHU �ECEn;�o N C D_ _ ' fiJ UIrCU AREA SHALL BE SEE U f ot 2. , REPLACE CONCRETE, ASPHALT AND CURB AND G T7Et AS ?E(2UIREE FU. r,- JUN - "' , T r '- ^. a t..ODA CONSTRUCTION CONS r R(.0 t lON OF 2- PLANT DRAIN. r53F7417 3. CONNE ,T N W FE T E. v h r C E PILE Lola Tt7 FISTING FENCE LINE. Winston -sale 0 Y t� r S{yE/�,E GENnE,"�/-�L ANTES ON SHEET C011 106t RegicnalO c 5. HLFC)� TV tJlIILLT _ ;1 f : r ,. ci �C.r7 FQ{i �T01� CUA_r� ADiv.;4NHQrL .�'i.C�E�.}LE°J.:.. f.. ..� THIS PDOES N{fT- " ff...:.cF)J,S=rJP. CONTROL ��TR.,-P L MATTING s��1c� �E P��u&�� ON ALL: sLcanE,� E��at k,EASUr'ii°. 1 7N ._:Td.G,�A}l3"NC >a. � e s J' ATCHLINEtEEI�—— s .. Y A 2 s 77. - TOOLED CONTRACTION JT AT INTERVALS 12" _. _ AS REQUIRED 1P' f EQUAL TO SIDEWALK WIDTH 2" ASPHALTIC CONCRETE SAW CUT EXISTING SURFACE COURSE T- PAVEMENT & RECROVE BEFORE C-05-5fl2 1 TRF_NCH IS iUG ®®¢ d TYP F I f� -SAW CUT EXISTING b,� 4 C-05-502 EXIST PAVEMENT J 2" ASPHALTIC CONCRETE / � try I 1 AND BASE— / �YBINDER COURSE / j � PAVEMENT &REMOVE / ELFORE FINAL. ASPHALT 1 COMPACTED BACKFILL �`-8" MIN AGGREGATE BASE COURSE ASPHALT PAVEMENT REMOVAL AND REPLACEMENT MENT A NO SCALE 6" SCH 40 STEEL PIPE FILLED WI CONC, PAINT YELLOW AFTER INSTALLATION - 112" EXP JT MTL 4?} & CAULK WHERE - I SLOPE TO DRAIN ; r ADJACENT TO I ADJACENT SIDEWALK, SLAB 1 SURFACE OR OTHER STRUCTURE! x 6" MIN CONCRETE NOTE;- ENCASEMENT WHEN GUARDPOST IS LOCATED ABOVE A BLDG OR 4VALL FOUNDATION SLAB,, CAST GUARD POST WI FOUNDATION SLAB. EMBED POST TO BOTTOM OF SLAB MINUS 3" EXTERIOR GUARDPOST � NO SCALE @ 2 ' jF ENT L. G PLAN SECTION 3 ENTRANCE -TYPE A NO SCALE 1 i r \, \ 112" EXP JT MA.TL @ \\ 1;2" EXP JT MATL BETWEEN 50'-0" MAX, SPACING �� SIDEWALK, & ABUTTING CURB `-- STRUCTURE LINE OR OR STRUCTURE BACK OF CURB D C-05-50; 5'-0" R OR AS WARP GUTTER IF REOD INDICATED ON AT CURB RADIUS THE PLANS SECTIONS TO PROVIDE POSITIVE DRAINAGE PERPENDICULAR TO CURS PLAN —� 1 �-4t:: ✓ 2 C-05-502 1 11 C-05- a_ON 114" PER FT SLOPE AWAY FROM VYWF 4x4-W4xW4 CURB� 2 ---------- ---------- STRUCTURE OR TOWARDS CURB -L OR #4@12' £W TERMINATION C 05 5fS2 ~" 112" EXP JT MAT'L AGAINST ` ` STRUCTURE OR CURB --.— EHED GRADE IF� PLAN �-i C CURB & GUTTER SECTION 0-05-602 (WHERE INDICATED) TYPICAL SIDEWALK DETAIL NO SCALE �.._ 5 0T_WIDTH AS SHOWN ON PLAN DRAWINGS . -CIL DRIVE 1 112" ASPHALTIC CON C r 2 112" ASPHALTIC CONC % SURFACE COURSE ; / BINDER COURSE I 2% SLOPE 2% SLOPE 2 TYPE I CURB & f 12" MIN 8" AGGREGATE 06502 GUTTER (TYP) COMPACTED BASE COURSE (NOTE 2) SUBGRADE (SEE NOTE 1) NOTE: 1, SCE SPECIFICATIONS FOR SPECIAL CONDITIONS REGARDING SUBGRADE PREPARATIONS. 2, WHERE GRADING PLAN INDICATES SLOPE AWAY FROM CURB AND ACROSS ROADWAY TO OPPOSITE CURB LINE, USE TYPE II CURB AND GUTTER ON HIGH SIDE, TYPICAL ASPHALT PAVEMENT SECTION H 114" = 1'-D' ENT WD 5' G" -_.-�GR CONT - / i I TOP OF CURB I i �- GUTTER LINE �� 4 - - - - - - - - - - - - - I �_.. BOTTOM CtJRr3 _..._ ....._. ,,...._. - 112" EJ (TYP) ' t ELEVATION ^` OPE 1 I4" :1 ' MIN PROPERTY LINE TYPICAL CURB & GUTTER DET 5,-0,, �-TYPPE I CURB & GUTTER UNLESS OTHERWISE NOTED (TY,o) (NOTE 2) * AS INDICATED ON THE PLANS 112" R t`s I LENGTH BY WIDTH E AS SHOWN ON PLANS PAVING OR r SURFACING - #5@12" ENV CTR OF SLAB 345 X 2'_0 112" 12" 112" 1" SMOOTH BARS -� - ? EXP JT EXP Jr SEALER I {{ /' 1 i SEALER i m t' I pp � EXP JT i �--EXP CAP �--- FFLLER-_f _LUBRICATE 112" EXP THIS END IT ItATL ClB &UTTE EXPANSION JOINT TAIL D EXPANSION JOINT E NO SCALE C-05-502 1 112"=1'-O" C-05-502 1-112" MAX 114" MIN ,— GROOVE 112" F_XP JT MATL AND CAULK STRUCTURE FOUNDATION 8 MIN ABC 112" L4" HIN BEARING ABC PAD SECTION TYPICAL CONCRETE APR N J 318° = 1'-01" cc O X _• v, z a Z , co O shy V Bi oI ra I �w W co oveefagyie -* �®we'd'• �r txa CURB &GUTTER t0J Nre v3 CIO t6�; SECTION ® 10B" 318"-1'-0" C-05-502 6 �m (U t� &j �t-z z U ra �� a M zimro 2" o "" r-9-9/2" DEEP CONTRACTION JOINT r- 7-12 DEEP CONTRACTION JOINT 1'-4 i SHALL BE PROVIDED AT APPROX -° /SHALL BE PROVIDED AT APPROX 15 FT INTERVALS, JOINT TO EXTEND 15 FT INTERVALS. JOINT TO EXTEND 6" ' 1`-4" * THRU THE ENTIRE CURB SECTION. �1 1i2" R THRU THE ENTIRE CURB SECTION 114" PER I FOOT SLOPE 112" R �1 112" Ri 1/20 R�5 314"_—_____ ---- 1..- 6 114'" � I j 3-#5 x 2'-0"" SMOOTH DOWELS AT EXPANSION JOINTS. SEE DETAIL D THIS SHEET 8° 8" 4"p f * * CURB AND GUTTERS SHALL BE �- 4 I { 1 112" R 6 /-1 112" RI i 4„ a° e 2'-0. - 1JR 112" � � LU „ Z V-1c C LU Q _. 0 � cc 345 x 2'-0° SMOOTHMVELS Fes- Q � AT EXPANSION JOINTS. SEE � DETAIL 0 THIS SHEET H - I"z1Z CD _ 2 -0 2'-0" WIDE UNLESS OTHERWISE tL( INDICATED ON DRAWINGS Approved Stormavater Permit Documents TYPE I CURB & GUTTER TYPE II CURBS GUTTER Construction in accordance with these documents is -- -- -- -- - - - required by the stormwater permit. North Carolina LLi Q- SECTION Z rules require that the stormwater system designer ? a� Inspect during construction: certify conformity with the 4d LL( I. -I Cl) 1 "=1 ' - 0" C-05- 502 plans and specs; and certify compliance with the ) „ stormwater rules. { 15A NCAC 2H .1008 (J)) LU 144 0 Permit �fJV e t,C O / Date .� • • / i-q.co Lij by '�✓i�.�';ur reef NC Division of Water Quality j . Sheet # l 0- SOZ RevisionDate,3.j/L.J-�- cc 5'-O'" WIDTH AS SHOWN ON PLAN DRAWINGS 5`-O" 5'-0" WIDTH AS SHOWN ON PLAN DRAWINGS 51-0"._...._.,I � � h � 'Q F p CIL DRIVE I -CIL DRIVE FINISH PROFILE FINISH � � /- PROFILE � � ZEE - x GRADE j GRADE — fi" SURGE GRADE / GRADE I d i STONE / co S� 2 s SLOPE 2 SLOPE s _2 a SLOPES 2 p SLOPE I ' ♦Y.� a , -. � ..._.�-.-.:..C��4. � . =:\ 1. i�♦/'/\. r ♦ �.//, \� F \ /`�� .` x - l . ♦ DESIGNED: KBP to 8" AGGREGATE __/ l -- ♦/ �._6 MIN } \ DET4 LED s0c su�arAcrN --- T Nn.a STONE 1 ♦. — ----- FILTEf3 \--5" MIN COCIPAC7'ED ♦� FILTER COMPACTED <� CiECKED. J0 �� 641 TRIPLE SEAL, SUBGRADE ` FABRIC SUBGRADE PER NCO07' SECTION 660 -i FABRIC APPROVED; KA1- * AS INDICATED ON THE PLANS DATE 0.3/ l4114 * AS INDICATED ON THE PLANS 0 7/2 1 IF THis BAR DOES NOT TYPICAL GRAVEL DRIVE CROSS SECTION L ASPHALT SURFACETREATMENT � A�EAsNOT TO THEN SCALE'" Is RLCEIVEL' PROJECT N0, t N.C.Dept, of ENR 178963 pp x �;. " 4Wiwon-Salem R---=9— SHEET 41 OF 254 PRECAST GRATE INLET TOP RATED FOR HS 20 TRUCK LIVE LOAD ----\ TOG STANDARD MANHOLE FIN GRADE "LOCATION" "TOG El - - SEE CATCH BASIN _ SCHEDULE MH STEPS STANDARDS MANHOLE @ 12" CTRS _ - - Q FLEXIBLE COUPLING CAST IN BASE OR INSTALLED IN CORED HOLE WI SS SLOPE CONC COMPRESSION DEVICE - FILL TO OUTLET-7 _ i SEE NOTE 1 \\ �- 24"x36" HEAVY DUTY RECTANGULAR DRAINAGE °e ° GRATE}NEENAH R•4840 ° a�.{ GRATE AND R-4899 FRAME a OR EQUAL c ° a o. a a . c o o v o a o e e r a c o c a PLAN INLET PIPE— 12" MIN it OUTLET PIPE, SEE SITE PLAN COMPACTED FOR ORIENTATION, SIZE, GRANULAR FILL— AND INVERT ELEVATION (TYP)- SECTION NOTE: 1. ALL STORM DRAIN GRATES SHALL BE PAINTED RED. CONCRETE ADJACENT TO GRATE SHALL ALSO BE PAINTED RED. PAINT "STORM DRAIN" ON TOP OF RED CONCRETE W1 YELLOW LETTERS AT LEAST 3" HIGH. AREA INLET j A� NO SCALE RIP -RAP (CLASS AS INDICATED ON SHEET ,—LOCATION POINT OF STRUCTURE, B45, DETAIL RA) t SEE STORM DRAIN SCHEDULE OR a 1 SITE PLAN FOR COORDINATES. STORM DRAIN I to cvtu ,' RCP FLARED 12" i END SECTION PLM -- SECTION FLARED END 1 U, DEPRESSED GUTTER LINE --� I. I REM � T I � 1 CURB & ' f GUTTER D '- ' FRAME, GRATE & CURB & EXP JT B27 CURB BOX NEENAH GUTTER (TYP) TYPE R-3246-AL (TYP) ESC27 OR EQUAL PLAN rz TOG EL 0 w CIL z � CIL CATCH J PRECAST RECTANGULAR �9 m CATCH BASIN / ADJUSTING RING H ASPHALT BASIN / 6'" MIN LAY LENGTH B27 DRIVE � � � i t PRECAST FLAT SLAB OUTLET PIPE, SEE 1''B" 1 ��. TOP RATED FOR HS20 YARD PIPING PLANS TRUCK LIVE LOAD AND STORM DRAIN INLET SCHEDULE FOR SIZE, INVERT, AND ORIENTATION -� I �� STANDARD MANHOLE I - - - 72 " MIN COMPACTED _ t p - a. GRANULAR FILL --._ -� I�so c� oho �ip �o do G�vo �p D:�Ja D.3v �a.a.�v �o.o NOTE: SLOPE CONC 1 FILL TO OUTLET ----/ WHEN TOP OF CURB BOX IS � SLOPED WI SLOPING CURB & SECTION f E l GUTTER, ITS HEIGHT SHALL NOT BE LESS THAN 8' OR GREATER THAN 10" ALONG ITS LENGTH. CATCH BASIN °; I-9"14`- FRAME, GRATE & CURB BOX NEENAH TYPE R-3246-AL OR EQUAL r FINISH GRADE PRECAST RECTANGULAR ADJUSTING RING 6" MIN LAY LENGTH I PRECAST FLAT SCAB TOP RATED FOR HS20 TRUCK LIVE LOAD - STANDARD MANHOLE o o n7 SECTION_L 2 b a e z n '� Ec Q Ne4 on v � a �; Q u m aw 0 M C r- ns a Avs A 00 ta��ro 06 �9 tf M ti v� ((qq Q, Lid {) Uj CL {I—E PO cr- ' 'i LQ S^� LL cr yn J y Approved $tiarmweter PerMit 9o�outneAte J Construction in acoordanca with those dwuments is ' reguirad by the atormwater permit, North Carolina rules require that the Ci Q stormwater system designer ; InsPeet during eonetructiom cartify conformlfy with the t'^^ O Plans and apses; and certify COMPllsnee with the stomrwater rules. ((15A NCAC 2H C3 .1008 (j) ) ZZ Permit #SraJ `fi'L O q o Date l4 - / by NC Division of Water Quality Sheet # C OS -5e 4 Revision Date 3 DESIGNED RFL, IWE DETAILED: TSti _,_._..._..__.... T..._._._.._ CHECKED: 1,10� APPROVED: KAL ._._.-.._„._. DATE: O3 14 f 14 0 112 1 IF THIS BAR DOES IV0 MEASURE 1': THEN DRkYIAU IS NOT TO FULL SCALE RECEIVED PROJECT NO. of ENR `i 8y 963 pN.pC.Dept, E- 4?t`e Winston-Salem - Regional OPnce y SHEET 45 OF 254 WINSTON— SALEM/FORSYTH COUNTY UTILITY COMMISSION K, 4 x � 's 1.. _\ (Qv J` �y�y�[� ��/��/�*r�`^i}y`y) �' ;� E � 3 � �•�"� i � MIL MfY i7 YI4i'/i� �'' jw k �`r;_ �F cc�uupsz t ' f v J. gym, 4�t 1 N 3 a r tA'# gao WINSTON—SALEM, NORTH CAROLINA [MI M Mal -Make - i Building world of f s Black ♦ Veatch International Company Business License f i +4 10715 DavidTaylorDrive, Suite 240 Charlotte, North! l 28262 Wad,. i �- chita cts,]r LLC Architectural Corporation No. i•+ 8400 Ward Parkway Kansas City, Missouri 64114 Approved stormwater Permit Documents Construction in accordance wim these documents is required by the stormwater permit North Carolina rules require that the stormwater system designer Inspect during construction: certify conformity with the plans and specs. and certify compliance with the stormwater rules. (1 BA NCAC 2H .1008 0) ) Permit # SAJ YV O o if Date G - by - C Divlabn of Watee t2lrelbjl Sheet # Revision D@te f SEAL_ i 22271 0 .. jdlt@®Ittltit@6 {V(EC4fyihCp C.AL— 1 a i