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HomeMy WebLinkAbout20140817 Ver 1_More Info Received_20140811Strickland, Bev From: Aaron Levitt < aaron.levitt @Hollyspringsnc.us> Sent: Monday, August 11, 2014 11:42 AM To: Strickland, Bev Subject: RE: Grigsby Sidewalk Phase 2 - Wake County - DWQ# 140817 This message contains attachments delivered via ShareFile. *Combined plans.pdf (141 MB) Download the attachments by clicking here. Bev, Sure thing. Use the above link and let me know if you need anything else. From: Strickland, Bev [ mai Ito: bev.stricklandCa)ncdenr.go I Sent: Monday, August 11, 2014 11:29 AM To: Aaron Levitt Subject: Grigsby Sidewalk Phase 2 - Wake County - DWQ# 140817 Mr. Levitt, Could you please send me an electronic copy of the site plans for the above project? PDF would be great Thanks, Bev Beverly- Strickland, Administrative Officer Division of Water Resources N.C. Department of Environment and Natural Resources Mail Service Center 1617, Raleigh, NC 27699 -1617 Phone# 919 - 707 -8789 Email Address: Bev.Stricklanda,ncdenr E -mail correspondence to and from this address mar° be subject to the Forth Carolina Puhlic Records Larti°and mar° be disclosed to thlr-d ]-arties. 1 AD AND Fg% lb, A p it _-, 3l� 4 2 • i — — 25 r ... : .......:.. — 2t} r r NEW r STNS} �iE��?A��. 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Lu 10 r- -n CONSTRUCTED BY: cl) 1-- LL 0 PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615 -1 cr- 0 ",< Caskurtm Armwih Logo Here L6 FOR GRADE 60 AND WELDED WIRE FABRIC CONFORMING > . . . . . ...................... . .................. . ..... .... > 0 TO ASTM A185 WITH 2" MIN. CLEARANCE. A-Lu H2 H2 PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH 1_: > v I - - - - CS/Rcp OSHA STANDARD 1926.704. uj H1 HI PIPE TO BE GROUTED INTO HEADINALL AT JOB SITE BY r CONTRACTOR ALL ELEMENTS PRECAST TO MEET ASTM C913. T Jz WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR RESAR AS LONG AS THE SAME AREA OF STEEL IS PROVIDED. CHAMFER ALL CORNERS I" OR HAVE A RADIUS OF I". 8" O.C.(TYP.) 8" O.C.(TYP,) L REFER TO CHART Q) L,- Q� -n REFER TO CHART FOR BAR SIZE Lu Q) 1= 'i i FOR BAR SIZE NOTE: THE MINIMUM BAR SIZE SHALL BE #5 BAR$ + I . ...... "A ............. rn AT 8" CTS.THE CONTRACTOR WILL HAVE THE OPTION ELEVATION SIDE TO INCREASE THIS BAR SIZE AS NEEDED. LL f1j 0 Ql z C-) Q, f�_ Zz 0) > Pr1()R` 01, P I A4" X 12' X IRD<) SK;111 1,'lTI- IUMN �R-_CT[y TO K`ATIRAL (A7,Pj`,(`i�,�wlA-1 I X A'S m r 60 owl 3: UJ LLI il�'REA) INCLUDING PVC' AND A_-'_JMT,1jld ENDWALL DIMENSIONS e (I. I UJ CL 2, OCA 10NI PAN�: 1'� PF 11 X /0" cl) > W2 (FT. ) FT. MINIMUM MIN./MAX. MIN./MAX. MIN./MAX. MIN.IMAX. MIN./MAX. Al OV"INUM, z UJ PIPE DIA. BAR SIZE Hl(FT.) H2(FT.) D (FT.) W1 W2 l_,1-,',,I,l� nvfc-, (cON -VCH'K) 4\'I)1VIAjAi PAIN­­ IC Ffl7 14` > cr c x < %diku x -)K' Al UM�N(4,4 CL cc 4, INDIVIDL41-- lf�.O7 �', T('� B17 �FC�_:RFD WEEATHEQ z K.SISTAK7 SCRUO/S A:NO `h`INO, NUI < F- DNAWI�N,,� N1,01 I0 SC-'41 M> --------- cq R/ I'm I- PROJECT IDENTIFICATION SIGN M n. 06064104mm- NOPWOP"M 201*1000ors" to . . ..... 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WW 14ON R~ COMP INSTALL ENKAMAT 7010 OMYNTHE .IIC FABMC 2'MIN DEPTH SUBGR Typ) OR EQUIVALENT WITH IKAZ" AT ALL TYK) FILLOW SAM REM DOWAM MOM 2 somy- PLUNGE BASIN ENERGY DISSIPATER ij(Av Tf", i" I—V C'/ 'Aff" C' / AIGS1,41" f I f L 'L�4 i i4j 'd ............... ---------- - - - ------------ - --------------------------- --- -- r ui f V) A, 1 7" v- 1 0! 1 (�A[ VA1,,I I I I I I j, 'vVIIH v) fl�� OR t157 WAS:IEP S-EXE I' -CK X 2�5' HIGH MIN P( )I ----- - ------------ 0' MAXI . . . ... .......... ...... . ..... .. .. . W . ..... ......... . ............... L" M 6 M',f, V: V:� -- - - - -------------- - - - -- , ov W 1,41 1 1 ==== - - -- - - --- - =_­'___",_ ....... . . .......... ---- -- ------- - - 7 7" 7" co N I 8 j T D T EF( >, I R1111, P41 Ill"VIWAI I I [":F P4,P F'�_, B�:_,� BAS IN Z -TAIL IS -ESIGN'E�' TE FRETECT EX`SI'IN1' D_ Li �j IP[ 1NVFF,:` A, D I N J'UR,q_ 4" P I I I I N I J 7-_ i 9" MIN. 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