Loading...
HomeMy WebLinkAboutSW8030921_APPROVED PLANS_20040226STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW �U 3ewGi I DOC TYPE El CURRENT PERMIT APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE T� YYYYMMDD . ....... Ov. sot W4 & ft OU7BACK C) __j c/) Qt_ C) j 1c% Or __j POLE c"p N comc cq ( �_ � 1 %�/%// r � � � —\[ I bib. 1 � — — - , � - -�� - _ ..�. -a x�� VICINITY TELE 19 � �J coo � / \ / \ sloe g�. .�`' 1 -_ i o /' ��-��_-�_ _�J�' i � � � .� `\ I � /-r- - � — � �' 4x ' � z ��, �,� } !// � V V V V V V / V V V V V V ORY't� WXND5XPE 11, o vn'- ���9r_ � �AT L 4 L VSH FL -'O� �IN6,x ki IN UIA a u) 6 4", 4� �4j 7 k'� C) & K I I � - 8 6 E . . . . . .% ul -, I u u:g 4 ts IL X1, AA 4, 44- . v 4. 16r cr Q� - C) 7-' N`_1/ i` 741 C) > 7 1E, ap j• FA <• V) cc n V, mLi E > d x Z E 40 U Lt 0 Cc/) 's r> r' r /I = 11 TV N IN C6f -IF 4: Q7 _J 66' 0 XNI MWAX F*dg*M R-Mg OP WM DW *AREA TSIDE\\bF LLC 0 N *Ppb 11 ci FOOD R OLE W �J LEGEND T If 77] WINN DIXIE TO REN Z� z;a 6260 SO, FT. j, � N \ �\ - _ 5 5 t ' v\ FOOD \1/ D LION ROOF 37170 SO, FT. INV. ELEV. ES\ _­_� ( , ". 10. z RIPP A` 4. 0 PAVEMENT po�, 4, 15000 SO, FT. TNV. f J OTHER PAVEMENT 0 4 n F-4 Ix �� �'+. X 9.70 PROPOSED SPOT ELEVATION • � ------ -_- - _ -- - -- -- -- - -_\� _,_� - :+_�`_ � Fes.-_ _ __ -_ _- - �/ -� � --; -__ �_ �_ � � a _- _. _ z PLAN PROPOSED STORMATER R VNOFF 103 PROPOSED STORMWATER RUNOFF PLAN 1021 SCALE:: 60 SCALE: I`= 30' C) �, O E­4 "6* au - 0.6, FORBAY FILTER Wm TO H**oUE _FFS1 FLMC. IST APPR0VED,4cj___ B —DOW I' OF MNWXL RILMICIFF FOR STORM EYD"S LESS 7KAK 10 VRM Fit, ALL RUSKIFF VILL PASS INNOLKH FL7M FOR S; EVDfTS 211EA10 7NAN 10 VR/1 Wt j NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION L DOW TOE OF SLOPE TOE OF SLOPE FAIR" VALL O%W1LIW N KEY MH AM DISOKAM I---- - DIVISION OF WATER QUALITY 2(o­F-C-13_ Zcx.) 4- 111111EIR CREST 31'-0r DONRi 7 NIL DOM T_ 2.6' _�L:E�. -9.3- 2'-0* 5,-(r 12' 2W—Cr 12- '6 Sot" P A 21.f SAND FILTER CLASS 8 mum w - p_&p_ H 00mc. BLOM RET. WALL 2.0* 11 PARTI CW CMU SIX WALL PLAN 12' — DGV*4— DOM �: \ NN 0170" SLO12E B BOTTOM ELEV. - 2003403 �a. GEOSYNTHETIC SPLASH PAD 4" 2.1r NN ISSUED: 08/14LO3 BY: ASP CLAY LINERDWG CKD BY: TJWBR DOW IS.-Cr W DOW El f- REVISIONS 15 0 Ir PquRm 00kRM FObT&G_'--j ELEV. 7.S 1 10 03 PLAN VIEW f5 eir Oc LL__ f 5 9 Oc 6,-w SECT. B-8' SEQT. A —A' SHEET NO. SLOPE BOTTOM OF num SLOPE 030 9Z I sw_1 R-nm WEIR DETAILSw7 101 1 OF 2 5CAL�-. NONE 77 -r7— -177 ;—�T-.1 ,. 4 X ---- - —--------_. , - - - -u,I .I LL1 _!!AJ 111 . _.,:..C--t-.._�_.. _. _ , .....: _ _ _ lL� -_• ._-1m-f!_ila A_J_I.mf, ..4f._ 0 _.k -- - -- - - --- - TO CATCH BASIN C.I. RING AND PERFORATED COVER - 'DEWEY BROS. MH-RCR-2001' OR EQUAL ELEV. TOP OF SAND 8.01 GROUT ' WATERTIGHT SPEC! TOP ELEVATI❑N MAX:: EFI<�C11 ,SIZ�E�..,22 :MF4 12.5 - - � MtJS•r;. JMEE�'-SiAtE S�AIy13AR-IDS - - { 4.0' DIA. SAND 18.0' _ . ' SAND 48 PLASTIC COATED MANHOLE MIRAFI _I48 or• .t`QOAL STEPS @ 16' O.C. (TYP) +, B❑T TOM OF RSAND 6.5 V 057 WASHED STONE 8' BLACK PERFORATED ADS 6' PIPE DRAIN ELEV. 5.8' i ! I i _I, ! i I-1 1 t i i rrr�—— v ----"• GC1 (BFNTnFIX OR ECAJAL) SECT. D-D CABC STONE BASE N❑N-SHRINK GROUNT BOTH SIDES (TYP ON ALL PIPES) \ ---- BITUMASTIC '❑' RING SEAL OR BUTYL RESIN CONC. SEALANT FOR WATERTIGHT CONNECTION (TYP) 4 FT. DIA. PRECAST REINFORCED CONCRETE MANHOLE TO INCLUDE MONOLITHIC BASE, RISER AS NEEDED, & ECCENTRIC CONE FROM-18" ADS N-lC PIPE YP} 11 DI #5B INV, IN 18' ELEVATI❑N= 8.4' V, ❑UT8,4' T❑P❑ND )YIN 8, 4' LINE FLOW TO FILTER INV. OUT 9.5' ❑VERFL❑W TO DRAINAGE DITCH =_ 4'X8'XB' r TEE 4' LINE Low a 8' DISCHARGE LINE TO CREEK HL1 06KEr MAN -ME 1051UVMRCX AIN PFWG 104, DETALNo 5cftx DETAL 40 50ACE DETAIL "DxN-E , y { S II} 1 _ r. w -------12 E t ill __.J 1ll:l _ -- If �lil llf- ill �! — Ili III lil i L1 11 EEL: lll� ►I a all — . _ _. i 1 r I 7f t E it k �•.1i,, L t1Lk 11 1� I lid , , I— 441 I 1�14�' _— _.--- - --- --------_. 10 - -- - _ r - -_,- 10 i t-� -31 _. _ _. . _ � 71 _,.�� 1 �- f ._.. I . -11 mil•-- I I� __. 1 l ,--- Illf l?'[ It UI }'! Ill jl li j�l;, If 1J1 II 1!!_ J , ._ = �—� c � � — �•� _ III -11I,! l!{ I .1! III7 llTllE Ilil-I - -- - L — �- tr r,� T .�r^ T'111 ,,l .. 1 .. l...i.I Ill--1.11-...]il.. .I l-l-:..�L.. �II-' ---- -- --- -- ----- ---- -. - - --- 0 9 �9 1 ., . IF l ,�Iil I11j�Illh i I�Iill� ililiil l#allll{-- r_ 8 ` A — I'S F___ �� ���, t�' =; -� �r,�, ;!' �� ,t5 StJLIL F'II•'E - - -_ - - - rf ;.- f u t II.11 11) - ir fia V: wises ✓ _j�.�. �_ 1 . li] it 1-- l�I_A - - - t I! I. - RIP-iYAF i 08 �L TLj-�� l-! L y = IIi�I� IIIk �'3Irl -- ----- - - — . _ _ Qg CE❑SYNTHETIC—-- - —1I IL — — — — � r� r � 1 f�� R ,S ❑� I F'-I 0 L ' ..- 7i_ n RE' T❑FIX �'—' n i_ ''r EI, _ _ _---- - 11 - - - H- _t _ ------ -.�_ __.. _EQUAL) _ — s �... : - _ - - , !;.._. — -_ -_ --.-- ----- . _ -:_- f �- _ + _ 0 � -� 07 T=� C �-+• � - #C 7 �'� ;F1t Ia iNI 111 Y Jr t 06 -- --t t06 6 " �J i _ 1 iJ I 0+00 0+50 x"x 6" 1 +i 10 1+50 VERTICAL 1 1'-1' SCALE HORIZONTAL ! V-10' l CURB INLET TOP EL,=-10,5' i TP EL,-8,6' 18" ADS PIPE N18 Lt w/ F LUCi SECTI❑N A -A' -_I- =-_ - - - - - - I. . . . . . . . . . - - - - - - - r. --- B- -- _ 3.1-SLOPE 8" CLEAN❑LT / ,�--�-HDPE DES KEY YANH❑LE ' ! � % / i / / / / !// � � � � �I ,' � / %�/ / � ► y } \ ri INV, EL.=8,4 At INV, EL.=9.5' 8" 77 DRAINAGE DITCH �18" ADS PIPE NI B C SANDFILTER CROSS-SECTION FINISHED GRADE I U �\c U \�� \ _ �• - f-INAL ''//1/111rf111111151111� UNDISTURDED HACY,t IiL SOIL MATER IAl yttkttu l lk l u u+lllpq� IlkVN INITIAL .., cv - c•' DACE 1W, - nit cv #57 STO1IE PIPE DEOD INC - WORK �'�: ; : SPR INC Lit* WELT. UNDER DOTTOM OF PIPE � IL tz 6`N- ,6+�' MIN. 4' DEDD INC _ v rL' MAX. ' MAX. PIPE OD. ` \1/irLS y. I�vl." L SHORING AND WRAC INC REOU W.L-P DUE TO SOIL, COEDIT IONS OR DEPTH OF = _• „ r 2 EXCAVATION SHALL COWORM TO ALL APPLICAWLE OSHA RCaLAT10NS. 2. NO ROCKS 4' OR LARGER 3FUIt_L ft USED IN INITIAL. 5ACKF ILi 3. ALL 6ACKf-ILL MATERIAL SHALL. DE 501TAOLE NATIVE MATERIAL. 4. OACKf-ILL SWELL WE TAWE-D IN 6' LAYERS IN TRAPF IC AREAS. 12' IN NON-TRAf-f-1C AREAS. w Cxm v - MET (TTF) 03 CULVEITT [02 DETAL,,�� DETAIL >0 xA J - TOP VIEW r - it I — - --- �-f __ 112' STAINLESS�-I -_J -- --- _ - STEEL B❑LTS - — G_F NTH�fi4 { =1 ?-"__' I - 1 •� 10 -_I- -- - - -CBEs 1=LEVATTI 9.3 FT 1 _ —..-- _ r 09 09 �' F_1. I-- --- . - 08 t --- - 1 - -- ..-- ..-t- - _ -- 08 - _ - - - - - �� - _ 07 06 --- -- --- - - -- -- - _ _ 06 0+00 0+10 0+20 0+30 0+-A0 0+ 50 VERTICAL 1 1'-V SECTION B-B' SCALE H❑RIZ❑NTAL : V-10' 11 10 N•, • 07 NO CURB INLET FRAME, GRATE, & CURB BOX - BROS. OR EQUAL ASPHALT PAVING 4 FT. DIA. PRECAST REINFORCED CONCRE MANHOLE TO INCLUDE MONOLITHIC BASE, RISE AS NEEDED, AND ECCEN- TRIC FLAT TOP SECTION SIZE AND ALIGNMENT OF PIPE VARIES - SEE PLAN CONCRETE BRICK TO RAISE FRAME do GRATE TO PROPOSED CONCRETE CUR ELEV. (SEE GRADING PLAN) V. (SSE PLAN) -r= a x 3+ OPENING 4'--U' PIPE OPENING- 34 MAX. PLASTIC -COATED MANHOLE STEPS O 16' 0-C. SHAPED CONCRETE INVE •_ ��_- - 8• . �n e • • 7 yM�-pm IQ n• • 6" THICK LAYER #6 -- COMPACTED SUBGRADE WASHED STONE BASE - - -- - - L-;� 457 WASHED STONE_ 8 . 0+00 0+10 VERTICAL 1 l'-1' SCALE 1 HORIZONTAL 1 1'--10' !' 09 - GE❑SYNTHETIC _. FABRIC 1! �lil .II. �� �I,i 7: 08 h. 07 ' III e PIPE` . - --- 06 0+20 0+30 f 0+40 0+50 SECTION C-C/ SANDFILTER CROSS -SECTIONS SIDE VIEW z r� O (ram/l V 01 ~ �O -- W � Q � � Q W Nw F� 0 SAND FILTER DETAILS 2003403 ISSUE D: 08/14 03 DWC BY: ASP CKIC BY: TJW PLVI,Si0Ns 9 15 0 11101031 SHEET NO. SW-2 _ ���I�, '� �rl } t.i•i} '=''tt.1 r'•ss—r ',.�, � '' :'y:''%r:'S. dt 1 �''7� �r'�Si,';'r•e f � s:l '1 °�tP ''� .i:�l y i,:;. ,{ j 6 I'� •� r :r 'iT e:' 't, 1rr l i ij!' a:r.t]r•� t,;.. '.?,`.y, i I'd �; r� •s�', 1.I ;+ r � ' r t :i':r'�E; ;. r�':f'.}.t � ► ,�I ';kr•S �, � , r •�