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HomeMy WebLinkAboutWQ0017791_Site Plans/Maps_20191114ti%411 wuN- '�tt'�UOSTTI NVil1 C3�C7�N. y p(tY1Waa B' NRRRC1i rf) SYPrBXION - uNE Burn9ny VA/K TEm.uZeR jftm ' / TNu:N uALoeAw - >Ku- U 5nr 11 1.5+x r I L-2 �• � I W1OR� / a' BLOM WALL _ _ — ( arcum (1'-a' ++EW�ITi /' A1019W SILEM a3 • H3 � -1. r �'wN.aF REMOVE E7RS m r—w KNO AND MT" 2 Eel S' CU. _ - RAN6ED PLUS `1 guy+prt REMOK EXISTING B' O.I. FLQ4E D PLUG PROPOSm 8' Ol PIPE — PaGrasEn e' swn+-euuR {Ait dxwunc Y NQ � 8�O.,L�FW�NS o m tiG OOLOLL STM nadm EAST. Y OBNF — EASRNO POTABLE IRE a a EWSTm B' *fvm mug Lw 2 l� - gL10: ifs nwe+u P.L6aG�R005ttshmpsr� it STORAM TANK 1 1 ' I •5 1� r ;roR.4E T4ik } it I: I 1` t=St. EYE WASH SGTAN O 2 1 6 BOOSTER PUMP HOUSE PLAN VIEW_ SC OSTER PUMP STATION AT OOLDSWRO WNKIPAL GOLF COURSE REUSE WATER LWE CONNECTION GOLDSBORO--' >' GOLF COURSE ot 1 VICINITY MAP '.51 TO SCALE APPROVED m.v cow. am — mad B dWrro w pig„c am _allgi mte. a SEE ; PWWY•���� �{ 10378 l AGIIILEg o4' �Li4s.-�wry'"�rc I 1 OF 11"n wgg Im Kim cat 'Atli al, & �w 06 q goo 69-3 to, 14- 'W A A M0i Ilk. '15 T. MN. U­ 7 tl 4 4 1 .4 17 j'� Y,`� I + FF� 1�•c :m'.� ��. NnXII­6 Z­ A -u r C M, 0 ch .:E;cn rn A 0 saw. 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'C "0 CITY 0 F GOLDSBOP rn DATE: MAY 1999 0)w - AM 11M pop AMM P113M MCKFLM Pf&%Vf?ft, L CONSTRUCTION & ENGINEERING —z 51Wff - ADO FM ACM MW Lre MENJAM FLU= Pupa 5D' L 1205 PARKWAY DRIVE TEL (9 19) 751-5100 —;vN:--�1:AND DITCH CROSS: �G SECTI ON TTHORIZONTAL: 1" �1,1+„+n""VERTICAL: N/A i6ao GOLDSBORO, NC 27534 FAX (919.) 751-1744 Ora, Pi T: V i T. _ ... __— lj+ EXISTING END'O , •W ER='LINE ' i - 1'J% �.•f'R -� _—_�� z_ 1 GRAPHICALLY, AFTER:' FELD SURY t—_" . 4cMP' 1111 FROM' INFO- RECEIVED FRO1J,. t}JE{t_$ .: .a=}-�(•; }r•-' - n - _ 'r. - .M1 -- 1 LINE BEGIN STATIONING FOR "- ..u": , t/1 �: GOLF COURSE EFFLUENT o� I _ AT SENOEXTEND EXISTING 24" RCP- _ ' S1i fTi �r��^—� ,c`` '-- — - — 11 a U1„. �� APPROXIMATE LOCHIION OF �— T� 40 LF .l, ADD MITERED i Lj 1` POTABLE WATERLINE BASED — �1 END STTRUCTURE (MATCH=�a, s ON SUNKEN DITCH LINE EXOISi1hIG GRADE) o o qq l +, O 12" REUSE _ .. N — _ era — _ a 0 GOLF COURSE_- t2„ 90• +_ I BEND IR.J_ W V 4jun Bu REMOVE EX. MES y{i `i ! ���� z �.. _ PLACE JUNCTION MANHOLE '-,. 1 ` `—�-`— W aBBJQ 111 12" DIP OR PVC —METER - F* REUSE WATERLINE PFT + TO GOLF COURSE F f� JACK & WRE 35 LF OF 6101 ON `; "!i STEEL CARRIER PIPE — G NOTE PROVIDE 2 *10 IN 1" CONDUIT W/ PULL BOX ' 12'� '• I EVERY 400' ALONG ENTIRE PIPE ROUTE FROM MCP N DRIWA� t/ 1 REUSE PUMP STATION TO INSIDE EXISTING STATION. PLACE PIPE IN TRENCH. MAKE USE OF EXISTING EMPTY JI CONDUIT ALREADY INSTALLED FROM MCP TO EXISTING VI®IG3 D Gih3 -- �' It ! , 190° BEND. CONNECT SIGNAL TO PUMP STATION. A LL l \ .—R/W' EXI TM MITE ED ` END STRUCTU' S = METER 4 AND 24" RCP PIT ' — EX.12" N•TERLB y�PERJMETER CHAIN LINK (J; FENCE1010' 0 )M M• SCALE=1"-20' HORIZ. -- - -- 74 Lt2 1 72 GROOM ASTING __ -' -- S -- ---------- - -------- - -- -- -- - - - -70 701 Z. Eks -_-- __- TV- SIT6, 66 64 - _ -- _ ._ 24'-' RCP .:..._ $"NII SE _ER: .12°' bIP -9R. zVC _. - TOtM .REUGO1fACE _ .... 62 — - - - - 62 60 - - - - Ti-E. - 1_7 _r 7I _ s C-10 fX=-tAT IW,O=F TASK — L 8214 Seeing Fonaat Road ORIGINAL DUNE;FOQ2 5,— N JOB NO. 2tl0._ 211 27678 — — — REVISIONS, T• Ta!+M187&4 � CITY OF GOLDSBORO GOLDSBORO WWTP GOLF COURSE REUSE 8 G _F DRAWN DB Far, majgle-@@4@ — 1 DESIGN SJ y{yNtiypp�gyo 2_ 4. "ro CHECKED EG NORTH CAROLiNA RECLAIMED WATER PROJECT SUPPLY PIPE PLAN 3 10_ O.C. WATER RESOURCES DEPARTMENT AND CONSTRUCTED WETLANDS s. " 't4�' MAXIMUM RANGE PROPERTYE �L1 OF 308' IN DIAMETER 200, IN VALVE ICAT ION SCAM I, AR LVE OF SPRAY IRRIGATION AND PAD TYPE E GUN- - DETAIL - REUSE REUSE -f,4�1 IRRIGATION VALVE IRRIGATION ATION STORAGE �IVAIANK PUMP STATION I,- tj 5 AND.PAO.TrE A F .)C- IS AND PAD TYPE'A DETAIL—, DETAIL 12' REUSE TO GOLF COURSE A 7. (ADDITIVE -ALTERNATE MID ITEM ONLY) lb l. .3 ry Q) lor. A. 1 A z A Ut 2' REUSE 0 SPRAYFIELD A— A n& ilRft T I&N w-, 5", -oV _LIJ A7 74 Ef-c _ Sm_ son70ba I rra'111 Ae LIMITED TO •AP - SOIL ZONE I m CLWJLAYIVK AM[CATION FATE 15 .ITN AN INSTANT APPLICATION RATE OF W 0, SOIL ZONE 2 CLIM.I.A.111101 AMILATION RATE IS VINNATCHED MITE AREAS) - APPLICATION VITIVE O-F 0 W511"NCHTZESPEERIMPERF (3) -T RATE IS SO3 CLFALAI]VE APPLICATION LIMITED 70 11 3A INCVl&S PER YEAR IWITH AN INSTANYAMEOUS APPLICAll- t STE OF 0.75 INCHU PER 1119L. pawl AND P40.1 ff MIRING STARTED. EACH SPRAY HEAD PRESUME. PIVOT LIMITS.• "I SL APPLICATION RATES LISTED ARE Fu Nam PERMIT CMITSOM .7 C LINE 1211 MAN - FLOW I&AUND I MR SETT DO PILL BE SEl 70 COMPLY WITH A PLqm 7 TON5 LISTED IN THE NCD%Q ATC. C PROPERTY I(r -3� - ­1 - --[ .'. 1: VALVE FITTING SCkEmia . - .1 ' , . .. .. - ;. , - 4 LINE A r 12' 1( IV REDMING TEE fit-0 -et - 1A 10. sr mw 1%.w Q Ur x a- W REDWIM SEND tFLLl Zr SOLENIO-OPERATED AUTOMATIC CONTROL VALVE IFL41 DIMENSIONS SHOWN FOR LOCATION OF IRRIrA71DN IRRIGATION GUNS ARE TYPICAL DIMENSIONS FOR EACH OlVe4 Ir nija Ipw VALVE )o I r X IV CW_ REDUCER (n X R_L3 AND ]AD TYPE D..- - - ZONE. ESTABLISH GRID PER DIMENSIONS SMon. �&DETAIL 12- TEE IR-U '`:r C21 TIM.— b a, r ILI RII V PIK MS I r PIPE 0 IRRIGATION VALVE & PAD TYPE A DETAIL. I SCALE- N.T_& 4M & Wer Pead am TAI 117­921 raz am 147-WLI CLIENT . _ _ % IN\ t N S, p p isj •J 14 1 b NOTEt SPRAY FIELD SITE SMALL BE CLEARED OF ALL ABOVE GROUND VEGETATION WITH R007S AND STUMPS OF ALL SPECIES LARGER THAN NALF;IRCK DIAMETERREMOVED TO G' BELOW GRADE. EXISTING SEMI-DECAYED Uj MATERIAL IS 70 BE SPREAD EVENLY ACROSS THE SITE. VEGETATION MATERIAL CLEARED WAY BE IV PIP MULCTED AND EVENLY DISTRIBUTED ACROSS TIE PRAY FIELD E ALONG WITH ALL EXISTING SEMI -DECAYED MATERIAL IN ORDERS may, RISERS TO PRODUCE A GOOD ORGANIC BASE FOR THE FUTURE CROP. 41 IRRIGATION VALVE & PAD TYPE B DETAIL 2 SCALE N.T.S. - CITY OF GOLDSBORO NORTH CAROLINA WATER RESOURCES DEPARTMENT PROrECi GOLDSBORO WWTP RECLAIMED WATER PROJECT AND CONSTRUCTED WETLANDS 10' PRE RZERS ipuuGxnoN VALVE & PAD TYPE C DETA[Lo,-3", SCALE, N.T.S. 1% NOTES, I. REFER TO SPECIFICATIONS FOR COLOR CODING AND IDENTIFICATION REOulREmENT$ FOR PIPING. 2. CONTRACTOR TO ADJUST SPRAY NOZZLE RADIUS IN FIELD PER MANUFACTURER'S RECOMMENDATIONS TO 08TAIN SPRAY PATTERN SHOWN. SPRAY AREA IS NOT TO ENCROACH BEYOND 50 FEET FROM EDGE OF EXISTING DRAINAGE CANALS. r- FILL Sm SR on 081"� vul'. Act 17_11� muzD 'M ANWTIM 'r SON 4D 04V SYL. NOlU L 1,1.1"IML [WdLWE APOLN5 CC 2' St. STL. BALL V"K Em. M.Hrip, 4..r CALY M REDUCER 3. ALL�i AND ON G. . Ip . V.D. FWAST KC0.1" It J.! a- p - COML WAW PA'- ST SYL. L-mim_ JA r - r - - C�L-. STL amum ftoLIE kk U21 49 My. "t maim n¢usT cat. C%6 'r FLU ww r, SAI 40 G&V, sn— FLO.VIC SPOOL SPRINKLER RISER INSTALLATION DETAIL SCALIA H.T.S. 4TT IRRIGATION VALVE lk PAD TYPE D DETAII_r4_'� SCALE: I.T.S. _-KE7 b NOV 14 2019 rr-C3j Non-DiScho 9. ',-r_-'=rmithng u-nil IRRIGATION VALVE & PAD TYPE rr DETAIL.1—s SCALE: z' ORIGINAL APR. 2000 "RECORD DRAWINGSff JOB No.n.10,00. REVISIONS. DRAWN a SPRAYFIELD IRRIGATION I.CONFOR�g �/2001 IICORPORA71W, 7M= CINAKES MADE DES ION Ts 2.LS_-BUkl,TS. 2/200 DURING THE CONSTRUCTIONPRO= CHECKED __M LAYOUT PLAN AND DETAILS 3- IlAsm ov DATA FuRmISHED By TNE D.C. gs CONTRACTOR TO THE ENGINEER. SHEET 17/35