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9402 SW WASHINGTON SQUARE ROAD eM1., b` • onr • • •r TH.. " . SD STRUCTURE TABLE S S RE 1'1�` IhtU� KEY NOTES �---- - STRUCTURE TABLE ��AIDFf - -- -` .CBI RIM = 227.24 MH1 RIM = 227.68 MH6 RIM = 227.65 I NA-SillVatli 6" IE OUT (72") " 8" ►NSTALL CATCH BASIN TYPE STORM FILTERS PER C5.2. 10 ADJUST EXISTING MH RIMS TO GRADE (TYP.). 18 ROOF DRAIN CONNECTION IE 226.01 225.55 /F 8" IE IN = (' ) ( 8 ,1 IE IN218.34 (SE) _ REC i � 7..47 LF 6" SD 0 S = 0.0050 FT" T iE IN = 225.23 (N) 4 8" IE OUT 218.31 (�✓ 11 �+ y Wim, 0 REMOVE EXISTING CB AND PIPE TO THE NORTH. 5.47 LF 8" SO 0 S - 0.3473 FT/FT 4" 1E IN - 225.23 (5) 167.40 LF 8" SS 0 S ) 0.0035 FT/FT JAN 2 6 OI CB2 RIM - 227.05 15" IE OUT = 222.91 E EXISTING) Gil Tf ur i RU 1211-21BLASIN 0 INSTALL BABY BOX CATCH BASIN PER 5/C5.2. 8" ( 0 INSTALL MANHOLE S TORM FILTER PER 2/C5.1. IE - 225.35 19 ROOF DRAiN CONNECTION IE - 226.Cs !E OUT = 225.34 MH7 RIM = 227.63 b , N 21.57 LF 8" SO 0 S = 0.00.50 FT/FT MH2 RIM = 227.59 (48") 8" IE. IN = 217.72 (E) BUILDING a g F 82.79 LF 4" SS 2-96 LF 8" SD 0 S = 0.7365 FT/FT .3 SLOPE 0 2* MINIMUM 15" IE IN 222.57 (W EXISTING) 4 IE IN 217.72 (SW) c CB,3 RIM - 226.92 U.3 REPLACE EXISTING GRATE WITi.AT TOP MN LID, FRAME AND COMER " 15" IE IN = 222.57 (N EXISTING) 8" IE OUT = 217.52 (NW EXISTING) $ e�, PER 6/C5.1 AND 7/C5.1. 20 INSTALL CLEANOUT 'S lE OUT = 223.58 (EXISTING) 18" IE OUT = 222.42 (E EXISTING) °� ® INSTALL CATCH BASIN PER 1/C5.1. 10" IE - 223.75 CB4 RIM = 227.12 0 E I t ���� 34.89 LF 10" SD 0 S = 0.0069 FT/FT 8" MH3 RIM 227.20 a � �, ( 4 ) INSTALL MANHOLE STORM FILTER PER ?/C5.2. IF_ OUT = 224.62 18" IE IN = 221.85 (W EXISTING) �' . �L�/' - 3.84 LF 8" SD 0 S = 0.1615 FT/FT i3 c 0 ENO 3 PRESSURE LINE8" IE IN = 224.00 (N) WI 10" rE 225.66 0 IE O CONNECTION 223.51 18" IE OUT = 221.50 (S EXISTING) tom. 9 a i © INSTALL TRENCH DRAIN PER 4/C5.1. 86.35 LF 10" SU O s = 0.0050 FT/FT 2.J9 LF 8" SS O S 2.0711 FT/FT C85 RIM s IZb.87 of,�,�Q, CONNECT TO EXISTING SS. VERIFY IE AT CONNECTION. 6 IE OUT = 224.37 MH4 RIM = 227.03 �_ 21.44 LF 6 SD O S = 0.0401 FT/FT 18" IE IN = 221.23 (N EXISTING) WATER QUALITY BASIN �' 6 REMOVE EXISTING STORM SEWER LiNE AND CATCH BASIN TO MHI. ROOF DRAIN CONNECTION 1E - 226.01 CB6 RIM - 226.85 18" IE OUT = 221.23 'SE EXISTING) SUMMARY 17.82 LF 8" SD O S - 0.0?13 FTT ® INSTALL 3" PRESSURE LINE AND INLET/PUMP PER 4/C'5.2. " J 3" IE - 222.00 6 IE OUT - 224.35 MH5 RIM = 227.23 Q INSTALL AN INSERT-A-TEE IN CX'"'1NG CONCRETE STORM PIPE PER 3" 29.23 LF 6" SD 0 S - 0.0100 FT/FT " 10" - IMPERVIOUS AREA CARTRIDGES i 5/C5.1. VERIFY EXISTING SD INVE. 101.55 LF PRESSURE LINE � (48 ) iE IN = 223.51 (W) a 15 ROOF DRAIN CONNECTION lE - 226.01 6" IE IN - 223.51 (NW) CBI 0.80 AC, 3 • / CB7 RIM = 22730 10" IE OUT - 221.21 NE 26.29LF4 SODS = 0.0297 FT T 1 6" IE OUT = 225.75 ( ) CB4 0.72 AC 2 r 8 RE-CONNECT EXISTING 8" FIRE SERVICE, RE-INSTALL EXISTING PIV ?J INSTALL SS MH PER 1/C5.3. " 12.85 LF 10" 0 S - 0.0050 FT/FT MIN. , 18.10 LF 6 SD 0 S = 0.0050 FT/FT _ MH1 1.19 AC 4 VALVE (BACKFLOW VALVE IN RISOR ROOM). RE-CONNECT EXISTING 16 ROOF DRAIN CONNECTION IE - 226.01 MH5 0.75 AC - 3 W (81101DOMESTIC SERVICE, PROTECT EXISTING METER FROM DAMAGE. 24.13 LF 8" SD 0 S = 0.0659 FT/FT 0 REMOVE EXISTING SANITARY MANHOLE AND PIPE (BTEX MH1 .� E AND MH7) WHICH RUNS UNDER BUILDING VESTIBULE. THE EXISTING TOTAL p MALL SANITARY LINE CONNECTS TO EX MH I (SEE BLDG. ® CONTRACTOR TO VERIFY LOCATION OF TREATMENT 3.43 AC a 0 ADJUST EXISTING VALVE BOXES TO GRADE ()YP.). 0 INSTALL CLEANOUT PER J/C5.1 (TYP). - I EXISTING SANITARY LINE IN RELATION AREA PLUMBIN(, PLAN UNDER BLDG.). THERE IS TO 3E NO DISTRUPTiON 10" IF. - 2?4.34 TO THE MALL SANITARY LINE. CONTACT ROGER OTT AT TO PROPOSED CANOPY COLUMNS. Z b 85.77 LF 10" SD 0 S - 0.0069 FT/FT 503.352.8862 FOR COORDINATION ON SANITARY SWITCH OVER. NOTIFY ENGINEER IF THERE IS A CONFLICT. Q C Z CIO C : I T TWM M INS kV_ CANOPY DRAIN CONNECTION IE 226.01 J Op KIM - 227.94' 4" SD 0 S - 0.0200 MIN. Yi Z CZ pn z to i,!?" (.c_tic,. iN it' 222.0 t -- V-4" c CNC. Cur NNE 221. 93 ,• 26 CANOPY DRAIN CONNECTION IE - 226.01 .`" to . 9 VI..... 111' 171.83 LF 4" SODS = 0.01'6 0 0 0 �' u1 RIM 226:96 `e , 1>CA14.CL-.1 BA`JIN „ \ �'9_ . i e ��91J11AR 1 I�IANI Jeff 1 J • CONI:, OUT ��-� 22 i.31 ' ., . / ,164- CII ~I.E. = 223.41 ��. ° 1110 •J RIM - 2��si.01 � ___ ��r_�-( ,�,� c"RINK( EI; 15•' Z,(_1N(,. (?(.► T S •I Z !T (-1,1: iN cE I E. _ 216 v8' -s.\ � ?(.9 _OA ® dv y. . • .E. - 223.91 ! Q U+ .` l O s3•• 1'l (' 1'1_' 1 NNW I.E. - 16. 7U' - ---_ s. �\ ►/ll� II�'�`,,�; / ---.;.:,, ), , i. -,-e r -- ihrd ., ., ,.... ... A A i‘eft Z 10 / ,-4 lgt hip, \ lr. ) I V� ,� 'IM = 2, 7.25' l.l,l o v, Z CC CON Z s- .0\ �. \ 6 228 R , - ,„ q /' /`dam ‘ ill. I �,�w '.. l� Ir.) :. ' V V 6 CLU) 8 CB C.11) tOct 'AFT. c.'UPJNE% TION ,,� \ \ „ N,� f �.6. c�1 - �1 7 I-Q- FIRE : y oi-.2 ) i vA! :CB -- rL .,`FIRE:: 11wRAN I . .` , ‘ / ., \ sF�14'lNklEE? L VE. �' �' (_;610 23 `_ w N '( i c ( -- --w- -.---- w _ ANU V/1� -'c,-- .. \ r�` \ CB CBI w w w- ( _ AIV hLi R ^ VA VL 6 0 I - w (\)\I • = • co 121 o DIP MHI °° - (1)\.‘-jrf 3 CB4 O k� I.l.- •E' • - v • .� .. o �_0,__ MH2 ,_1.)7 e SD a ss .�r,�lilr-. 7___, C� �., •^• V 1 r A ' . omnor_s..:9. __ __ _____...t.mErvirr . •ter ( ,� t„ ,,. •L -..w•4„F.,.. :.1-,, ,,i, .. .: ,01,._. • �. 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', , \ ^ , + " !(/ • T ..___ 1.� Cf 1N1.•. rN I�f !.C.. - I II�. !' , L ' V r ��11VI /.1.C). 4.;:i .. r/ ItiEN(_lI a,r I EX 144H215'' H2 „ '' - __ !• t ^ 15 ON(.7. IN W I.E.I _ -2.2,57 8" IN E tr. 21�` . 4 G ,,► • I 1>Rwr•r �r I-• , 15 CONE. OUT I.- E. -• 22.09' - I'/• �. 13 181 CONC. a 17 E. I.E.• 222.42' E3 IN NF 1.E. 21<3 4.3 7� 12 \ li /'� <i .ley. ^ 1-(.4 t i/1► t!1 T .' • • � i - FRF sLIRE RELIEF i iEF VA!-t'E, 8„ IN S I.E. 218. 54' PR nI TINOV .r . •`) .• , ^ ` 11 I 1 • WA TER n'1(_1 F_R &, T-11 E 8 8" OUT W 218.39' , ' - I MH4 , ��oq►N�FFf' • , t a -• -. I - BE-F T, CONNEc::TION C ; .. ,�'i _ __.• . . ( 'a r► N .l? a:,iN` ��' 9 3 <)• .... -- - - _, ily- E 41 4.6 ' I ^ • • .• • / `` •.f• • ^ pi : 9 ` \` 228. 1 • , ,,7. j N_- �V , .• _ 1%3" L 1:�1 (... '�1.I ✓ ! I �,,! 1..,_l / / Q� r 1 ^ • ,, . ,1 Allem "� c,ATChi BASIN ,� _ _ V vs'4\ 0 1%3 (.c'1'll IN 1 !.H_.-'- . :'lir.'_; • - �" • • - - z 7 : - Ni �.. ._. RiM = 226.8:3' . r zs. .it /tT► G CON(,. 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Gtr • •••••••••• ••••••••.. .- • GENERAL. NOTES BALLAST 1 --- ..-----r- - ,)STORMEILTER DY CONTECH STORMWATER SOU/TIONS.roRTUAND.OR(800)548-4GG7;SCARBOROUGH.ME(877) TO (see NOTE e) 72'0 •4 • • 507-0G7G;eLK)UOG[,MD OOGG)740-3318. •d '• ' 2)FILTER CARTRIDGE(S)TO De SMHON-ACTUATED AND SW'-CLEANING. STANDARD DETAIL SHOWS 1AAXIMUM NUMBER or y 0 I •• �'• • CARTRIDGES,ACTUAL:,.,.,ALlt REOUHICO TO BE Srec;rICD ON SHE FLANS OR IN DATA 1ADL2 DC10W. Q 0, • j ,` , 3)MOST MANHOLE STRUCTURt'0 Be CONSTRUCTED IN ACCORDANCE WITH ASTM C478.DETAIL REELECTS DESIGN INTENT O•. F o�,� i ONLY.ACTUAL DN•IDTSIONS AND C.:TNWIGURATION or STRUCTURE WILL.Be SHOWN ON/1.00UCTION SHOP DRAWING. q • r r f ; 4)STRUCTURE AND ACCESS COVERS lei MEET M51110 H-20 LOAD RATING. V ,3 ' ' 5)STORMr0.T!R REQUIRES 2.3 RCT Of L'ROr FROM INLET TO OUTLET.If LESS OROr 13 AVNLAD't,CONTACT CONTCCH a %I - a I)8®® YYY��,i666r333 0 SiORMWATCR SOLUTIONS. MINIMUM ANGLE BETWEEN INIZT AND OUTLET IS 45', I{�; , (I I� 0 c)INIZI MFRS TO Be Sr[Clrt[D DY ENGINEER AND rROVTDCD BY CONTRACTOR r1fcA9i MANHOLE STORMFILIER EWIrreD a .o• • m■ •; WITH A DUAL DIAMETER HDR OUTLET STUD AND SAND COLLAR,EIGHT INCH DIAMETER OUTLET SECTION MAY De SWARMED Q • ' " : 1 ` ! rROM OUTLET STUD AT MOLDED-IN CUT UNC TO ACCOMMODATE A 12 INCH OUTLET EWE. CONNECTION TO DONMSTRIMA v • ii j ' �.• EWING TO De MADE USING A FLEXIBLE COLNUNG OR ECCENTRIC REDUCR,AS REOU*RE0.COUPLING DY RHCO OR COUALAND FROVIDED BY L`)Q..! 0711r0 NM OUTLET 71 MODE AMINIMUM CONTRACTOR. FOR MAINTENANCE ACCESS.W A SHALLOWER SYSTEM IS REQUIRED.CONTACT CONI[C11 • I•' .. STUB Mr MOM 5 4 c) IN PAVED AREA IN LANDSCAPE AREA p!!NOTd S�G) � r , 1 STORMWAiER SOLUTIONS FOR OTHER O/TIONS. � , 8)ANTI-FLOTATION BALLAST TO BC SRCIr•CD DY ENGINEER IND PROVIDED BY CONTRACTOR Ir REOUiRED BALL ST TO BE SET +• O 1.. -• TH AROUND E P[PJMETCR or the STRUCTURE. OL •- Or `-- , III• I 9)ALL STORMR3 MORE welt MAINTENANCE.weltTO MUTTON ANN)MAINTENANCE GUIDCUN[S POI MUM • RN 4 INFORMATION. - 11 • AND COVER(STD) PRECAST MANHOLE • -- ISTORMFILTER DATA MANHOLE STORMFILTER -PLAN VIEW 1 (- --- {,;;.1.,.. . . - 0 .. �' '-- " MITI STANDARD CAST IRON --. J' 'ZIT •` �iT•Z2.NIP73 •3[• :;i..,*: L �� u r •r ) I• RING do COVER CONE. FORM - �.4 t' • ! 1i ,-- ,.,. .,7► '.'r•. ... 4" MiN. OR a� /;'�.i�t•.',' ;~.!A 0�t�,z;�«yTi.�.. LEDGE SQUARE OR ROUND ' NA :..•r;!•;: • ;�: ; .ry T r.-,�T. Tv T ( grunt FINISH GRADE AC--�, 90'0 FRAME AND I .,. .+)...',.'.sN•+r!t ?,,•,i • RIM SVA"%' LONER(STD) -, "I; r•-':,�:�.t ! MAMMAL ZIAI. CONCRETE � (SCE NOTE 4) •, , . I• •�Ti'r'"- BATA, 1 A� �'•OJ'•Dt, GRADE MG '•'�,; :i'!.'' T i I w.N.5. 4, • f : a 13' WATERTIGHT PIPE PLUG 1_4 ' MIN. CONC. •W GRA 1 E r IS ' • " • v tn FINISHED - ELEV- 27 3/4 SQUARE GRATE STEP TINT) •-� p •;••:- .�•••. r•: MANHOLE STORMFILTER-TOP VIEW f Rtle= IT 0 3Q 6 MIN. O E GRADE put EWE i Suomi HDfE OUTLET TI-FLOTATION .•• r rI TH - tom" " t __IL N^m SAND COLLAR -1 RISER NOT TO EXCEED SCUM SAFRE OUTLET r-LESS OTHERWISE PEE NOTE)5 4 c) UTLET i 2� �STUB A 8" INSIDE DIAMETER W Z7 NOTED ' M(XD[D-$N CUi LNNe 4 G'MIN -• O TRAP FLOW AREA SHALL - -DIA. AS '�■' `� _ _ CM NOTE'n - e'm ourcrr ST11!! 0 9E E AL TO OR � NOTED ON PUN ;, � ; •; � tee' Q r • Q 0 LEANOU T' gill* 1il2 Ir " " W ee• f Aall4 THAN THAT OF �[�1A�Irj WIAtlT ; PROVIDE 3 4 -0 CRUSHED --i C NECTION PIPE �--IE q TRAP --� y 1111111 WHEN NOTED ON PLAN (MOD) "s101N>, L \ 4 �,I�� I�� 4I CO `� ROCK FOR A MINIMUM � Ulrrwr .r��l� o (o O I / T :;;. 1•,: ; ,N.,•..N•• vir ; '� , OF 6" AROUND CLEANOUT UJ t.5 W�� t xe DETAIL?/2 " - O LU • J X11 �� t'. FLEXIBLE%iipwtoTM STOIMr1LTER CARTR)OGC NIN �!� 1 (DY CONIIRACTOIV Cr Q �1�N u • N � -- MA1Ifa0 (M)TS[e NOTE 2) couRING �' ji ' COUPLING AS - I -" cDYcoNTRACTOR� 0 •i f, Z �,/ FLEXIBLE REQUIRED100V 0 et0 10-/ ° ill COUPLING MANHOLE STORMFILTER- SECTION VIEW a (SCE NOTE e) \ �„" , ` BALLAST �/ v) 10 GA. STEEL '�' 1 4 WYE (SY�CONTRACTORNoi[e) Ol'• `' ' O n W� LYNCH ��T TYPE ` '�� lr-, I I I I L• Opi R APPROVED e 0 MANHOLE STORMFILTER-OUTLET DETAIL 0.) - _ z O .;(1ID • •. • • • . O EQUIVALENT �-_�`- j ....._, &Wee" .1. - . • a , UJ 0,� ` 01)/ITECIf PRECAST 72"MANHOLE STORMFILTER CONTECK PRECAST 72" MANHOLE STORMFILTER myna f ' ) /' • 'T r _ �. 4" MIN. 3/4.-0..1 PIPE ZONE AND PLAN AND SECTION VIEWS 1 STnNlVIVIIATER TOP AND SECTION VIEWS, NOTES AND DATA 2 */ r:;* it�/` 4§4, ./ /.. �� , O LU C.R. COMPACTED 2' - 0" BACKFILL MATERIAL STANDARD DETAIL STANDARD DETAIL BEDDING � -- AS SPECIFIED - � SOLUT10N5. w T•� �� � � � SQUARE wL++r�.M1rw _LIMBI iwTn IncA.euols Duwil etman•Tscol► Ji�IW jo�C1 MIS .ows a."..N.,..1 a eoases iS (Lt I lruwaswn-ra'coa J AWIRMM iCHICHNkms V D I CONCRETE ENCASED WYE Z Z10 2rzw, d z 3 Q �'' v CATCH BASIN 1 72' STORM FILTER MH-#1 IA CLEAN OUT (C. O.) �•.! W N.T.S. C5. 1 SCALE: N.T.S. C5. 1 SCALE: N.T.S. C5. 1 z ‘,_ � w' O SCALE: Q �"� ix co a NOTES: 4 1. USE SUBURBAN TYPE ONLY IN NON-TRAFFIC AREAS. 2. COVER AND FRAME SHALL wz 0 BE GREY CAST IRON 1- ASTM A-48 CLASS 30 Z .3. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND C 4. NOTCH LiD FOR LIFTING HOOK. o iii IX --I i PER PLAN (.., U 1 r I• • . • e • i s s • ' • • i • i • i 1 .1 ft-riff-A:1-1--iiiii-i. 53/8" 3. PVC HUB (ASTM 3034 SDR 35) NOTES. ��p PROF DRIVE INTO CENTER OF RUBBER 1. AL•_ (PRECAST SECTIONS SHALL CONFORM TO THE c o ���' t NEE'J`I/i . �• �'• � � SLEEVE AFTER SLEEVE IS PLACED REOLIPEMENTS OF A.S.T,M. C-478 20 LOADING. (\ -_ � 2:25,1)11:;"ALL PEERED IN PLACE CONCRETE SHALL HAVE A (----• tfi PLAN VIEW7 IN HOLE• 28 DAY STRENGTH OF 3,000 P.S.I. AND 2TO 4" SLUMP. o �►/ ,� fir6.1w - 12• STAINLESS STEEL BAND (9,/16" SERIES 300) �q K INLAY GRATE SECURES UPPER HALF OF RUBBER SLEEVE TO THE ,::;' DOWN N LOCK T PVC HUB. FINISH GRADE FRAME AAM7/C5.1 C5 D COVER SANITARY STORM t-xPIRES 12/31/07 RED DOT BUILT-IN -- POL YDRAIN BEDDING CONCRETE BLOCK FOR GRATE CHANNEL MIN. 4" AL1-. AROUNDr7r1r7"r1 - r, " f LOCKDOWN �+- Z4-3/4 1. • COMPLETE RUBBER SLEEVE (ASTM C-443) SET FRAME IN GROUT MAXIMUM 27" FROMtA, tl 1 Ci _ NON-SHRINKING FIRST STEP TO v + �Ta a INCLUDES A MOLDED SEGMENT THAT HOLDS TOP OF CASTING `'�--� ii "F-77-7-777-:1511 ,, ' '1• . ri 11 I! '1 , GROUT w••: • ►� a r ` r `' IT IN PLACE. CONCRETE FLOOR a r ( , ► I I , ' ' s • ,, 1 ����CC,,qqSS �` PREFORMED - o B CONCRETTE ��` � 22" Z 9 9 \ u SLAB OR PAVEMENT rC-7... t , ' S5LA •� 48" •b PLASTIC GASKET ^ 27" M ; 7 ' ' 3 H- 0 LOADING MIN. o o 'W4 •• 41)2. , • L C R I `� 1' MIN. -STANDARD " o 4 T L I ' i�-c r J /- id . ''/ ..."'.�� 3� MAX, '• d'�'-�� MANHOLE RISERS. �"-- 25 1-:r1 in vT • l)'r k ) l ANCHOR RIBS 11 2 1i� m „..---"");,\ /2.\� j_{ ( 7 / r. `'ti \� � RMrr+3t. , Ns i 4 l L Z POL MOCK � �i •c=ky �.!l> > .� )? y //�� r---"'•701 e . e• 1 v x 1- o LOCK TOGGLE � - (- C •, ‘1:i1-`(_1 .1.-.. .'C/ ,` A il‘l-hr W a Ili �t•� Y ;,), ��' • i i .' �j � �, o to Ni .� OA) :-, ti .r (- ( c ' r \ �C,/ , CONCRETE PIPE '' z 2 -' • /v 1 O',�a-, ../ t ).r- kl ,' Nl� `�; C _!'J.l�.. 1 ,�, /,.,�/� UNDISTURBED Al ... •cvIA I ( --- v.,\.4'. / O T-,,4 ( T..f 1 �";k;.( \'i,�/ 1` SOIL SUBGRADf 8 e • • �• , ` � J., Jr( ,.�-);t11.- A1,-) i .�.) ).LA)( 4..1�I,i Z k) \'(✓(, , FLEXIBLE " • - s '� 'P 1 2" v I ` �� �i • • r :2\s' y 'ti � \ JOINTl�"�► t �y w 24-1/2" x )'/-V�� �� \ .,: �� , �y '\ tip,"•$41,1, 12 LAYER COMPACTED o /.,// .7 ��j /4' /� .� ' �� w/�/ "" ' • . •. - . t> . , ° °IIANHOLE OUTSIDE DIALo'% ��GRAVEL (3/4"-0) ale 3I..hi- �- \ a PLUS 1'-6" (MIN.) �- i CROSS SECTION VIEW NOTE: ALL INSER TA-TEE HOLES SHALL BE MACHINE DRILLED. w m , - g 5.: 1:: >- TRENCH DRAIN 4 INSERTA-TEE ClY) FAT-TOP MHiii VIHOLE FRAME AND CCSVER � 6 i0 SCALE: N.T.S. C6. 1 SCALE: N, T.S• SCALE: N. T.S. CO6. I SCALE: N.T.S. C-►• c) o S n 2 __________._ SHEET of dC5. 1 u 7 1 a 4 g E 1 �•--, 2 1 3 4 . 5 r:dnF:4uiS2 h•I:.. -,,..r' /.4' .y'Iv..ew,.1YAN.! iiiiiiti: .t ; , . . ' ": ;i ' •4�' : . - ' , n ,. rrr tj , . b n � 1T1r'r �jr�r� rr�r�i r�r1� T1I T�i� i rl �r i�11111iI � • '9 � : ,.. ..•.... t IVs,IIIc •• : I 1• (.. yd r. 1. . Yi Y.S i Aim • GENERAL 0001 E5 - - - 10 N I, i 11910RI Ir0.TCR eT'Cl71JTeC�1 9TJRMWAIQ 901Ur10NS;rOR11N0,OR Ic10o1 94AAGG71 X.N'eORr)1'OH.MC 46 77)304-0676: n •ri t 13 EULRRTGt,w 1ei69 740-3316. .a] 2)run Cm41,0 9$10 Ce SrfOIJ-ACTUATED AND 9NIC11AMNG STANDAR))NTA..AtMMS tY111*wM14 IeITIP4lt C• y DALLASr CARL& Gf 9.ACTUAL M 1MeCR Tttouwn,TO a Set:MED oN SITE rtAND ORM DATA TALI MOW. ('CE 0001!e) S)rat:CAST MANHO4e 911 )CT1M2 10 Et CONSIRl1CIED M AGCORDAIIC2 W1tn ASIM 0476.MT AIL 114/71/CTS De'IGN MI 00 4e•• ,. ONL7.ACTUAI 00.0910006 AND CONei ORATION nr STIWCTUR[MU OE'ROAN ON rR000CT1011 SHOP ORAWAIG F I ;' , veRe 4)STRUCTURE AND AOCES5 CO10 MEV AA6r110 H-20 LOADRAMC.RAC. '. ; 9)510164211.104 IrttiOMO 2.3 rrrl Or DROr MOM KV 10 OUTLET.r LESS DROP 19 AVARAax.won Aci coMeci 9TORAAWATER SOLUTION'S. LANIMU.Mat be1wtal x211 AND UMW IS 4S•. i O �, (0......, so Iii I{ . -. �,S/ 6)OWININTO TO et'n rm DENCiv OM AND mow=EN CONTRACTOR. IRECASI AWR1011 STOPOVER 2002207 0 i WITH A DUAL OTAMMore re Otnlrl STUD AID SAND COUNT mit NCH OTAAR VIL OUTLET SECTION MAY OC SITARArtD O '� 1 c I h rIKNA CUTLE1 STUD Al A 12 INCH 1.E7 MR compeclosp 10 wimisliteur I :. • MUT rrt - �� roma I t in kemce M CONTRALTnO C C.OUrtma OR ECCENTRICN CUT UTe.10 REDUCER. EDUCER.ASQOUTINXI.COU11.06 Eh ERNC.O OR TONAL a -- - -- I ISE:IIOTCI S b G) , 67121P Mire -.-�- -. t ' 91110 OUTLET ) 7)rRIDVR7t t11MMt164 CIlMMIC`t rat MAM1rNNJQ ACCESS.V A 541AUDA It SYSTEM 1 l ITOUIRID,CONTACT COMECIT .Oj • p i _ �. - 1'�„.s.' , STORMWATER SOUJN MS root OINOT OrT1ONS. it - C;tNCRAL NOTL'9 AI ANTI.,l Ait0N MJIAST 10 De Srecre•EN ENGINEER AMD ritOMO 7 W CONTRACTOR r 4201/1000 DAIWT 10 02 SET 9 0 g.;.1 {7 AROUND M RItlAt1 o►ENE StTt11c�1IME, 0) a., s :Pik IItllorerus Mpa.Mt wsNa:er'rOAlIMO,ateion6000s.►+ssr,w,.eu e•)A)IJen w rsln` ROrJ/7M IOAtIAMOG OY1MK 1.TI ressl 7ql•1� !!)ALL Sid�TOLS1 11�1�RCQ1lNt A1AM1tNANCt.Rbpt TO OfORAl10N AND ANNAthANL[G1110[lllt'S ICOR MORC `.rO1M1� a M OM le R OM1001.MB brO AID JIOrcumer1. SNOT Mq,C71.R b R WIR/MCIIJMD O1'1M.1QT Not MRrMwr.•�rTToc11110Mr1Tlt 4004.66!LMIRT orow'. -Art PO OM ". MJ'T M1r01Ao 11)1 R Loot.Mat 00011!1.es11 N , ill4 - liti oR 1Dre•.al ' an+raRlo ATo 0011tH reT1.I/o R srear.0 a s1I.1To1 Aw Iwwtr N oa"rlc,oAPRC T MANHOLE •s,I• •ar eolrslD.wN•.107 w+e)Ar1ARI Io11s a w•roe wn/r AnIIua10 Mo olnter r,rels.tTTArwD.LIMNMANHOLE STORMFILTER-PLAN VIEW !' 90 0 rRAAae 9 TORMFILT fR DATA 1 r not 1------7 ,�1 MIM 0•MIN 11110•1101.MOM A•I OYTIF ATOM r If M71{M a W4.1.111 OOme0004 ft:OWf.7O1 I'rM1 -y... 1St Ml► T., - s-� h' mew, TMle •IN Wee RA I►M ON RIM COMM 1r1R. O~OUAJt• o Ouusn touNt Mm ar+nm 100 r��.Orta1O Mlr IV R -'� AND OITTR(9TD) l' T 1 t'L / . • }{►i.•T e s e.Ml b. r-s w ROAM N OOIIgbG1OR 111V 11-.1(•111n1L�aT:`j.► 1 • ► r -'• 1')MlRlt>R/lTr�! M W�MIOMKY_ bl7l/0 OR.MI W IMOWM101M6E•1A00101A MOK . Y Y `.111r ' , TIRanNsllMx r 1 'qtr r•����� r:. .yip Ll.; ,� } -=_� r.7 .,,..._,.. 1. ,_ . - 1 _� �•1.rINCI RIIIISC L.•1r 1.^u ` •y ,• - �: •Y''. �;4ri71. �� R' tl � :�1 Fa \�: . . tar Ws • ouor 1o). s M I-r' ' (J . 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Teo' © - n arena (TT)1912 NOR R) i Il 1 < urns to _ r`: 4111 Z o . 13 m.or.1 Qwe+r.,.rt setu.Sr I I I __ _ 0abler!R!BM KM IMI 444r4 arum 40=011 COMA Ma NOT[el 1 1 4 1 9'I I I 11 t • Lu I frql _Pvel 11 •+.A;:��:F•v•'I, , c 1' •'%', .j A'` y• • omit ' '1 '.•rIn ' I-r WO' �: IniaiwoOm Ma 1 �� wIDTN UNrxRDR/tIN gee tXTA1l 2/2 • .. -r-. _ 11 0 + �_amp'n►t Ord ,COMMt0210404 J ;: • t• OtOOInRACTOq hI aR10.to .1..i. • 1 ,Ip MAW= ...- •\_ 1� ,^ , Z� hili+ craw 1'�• tiw` 4, bMRAw I t•" ` CONTRACTOR) 4- III roe ...., r; �• 1 - MANHOLE STORMFILTER-SECTION VIEW A ` l'cE NrnE e) Irl OWN=fowl &Call.„. .,,, ti cROt1T ...... , ..ea nus waewm,., TR)D4E CALS�TIASIN .i' t' j'• A • ' r .ri , '1 ter CONTRACTOR) T 0..604 rota Imes) 2 GW _,•TION VIEW T '` ' - ' _ r_ �� 0 .66040E ....L--- ._.1- 1......../par...Y. 'rem ars -1•:, ....: J.-. `_ .Mee 1 - MANHOLE STORMFILTER-OUTLET DETAIL 2 (M, I,,,�, �'/1 • --amps - OUTlre s.1 WOOS CONTECH N.1nA.Tds1 MuMreoTr WOOS CONTECH Rtern..Mer Ile ows �r (I) V•� 1-CARTRIDGE CATC*AV1$IN-MCUOI4 VIEW() a.c i!)DQE CATCMI�ASIN.TOP VI -- imam �lJ • PRECAST 49"MANHOLE STORMFILTER PRECAST 48'MANHOLE STORMFILTER Q CO OW-B •"40 eIMI"`� - :.: � � STEEL CATCI+analN STQRti1FILTER "--"' TOP AND SECTION VIEWS,NOTES AND DATA ...1 _. PLAN AND SECTION VIEWS 1 STOIMAWA 2 STEEL� 'A°!'aTc STM STEEL SECTION VIEWS �e 2 Stamlwater36Q toP �•NOTE.ANo DJ1TA 3 STORIVIWA�S. STANDARD DETAIL «e S_ STANDARD DETAIL Q Storr�wvater36A ^�1M1D' 10N1A�'"a Stormwater360 ST AWARD DEVIL-2 CARTRIDGE TMT _ STANDARD DETAIL•2 CARTRIDGE UNIT '"�'"' STANDARD DETAIL-2 CARTRIDGE UNIT L . - » .....rw.r�• MAT...Ms Iw•atl :r IlaRlwewrearcrrL IalwwKrAe Ioroos�A11. errnr..err.1 M1tcRerR eouswl� r w�Iew00ewL� 7awoeuw osJ,t�ARR Q Writ ---�- CftIII CO Q N 10 QO"7 STORM FILTER CATCH BASIN 04 Allikk 48' STORM FILTER MH 05 2 •;C Q SCALE: N.T.S. C5.2 SCALE: N. T.S. C5.2 I t --ft•• I (J) Iftaft O CC J al Q BASIN: WELDED 10GA MILD STEEL, c..-•._- - J COATED ALL SURFACES I WI TH ASPHALTIC PAINT. I I I 1 _ OU TLE r S TUB: 4\" 0.D. TO MA Tal I I NO HUB- C L--; I GRATE: WELDED S TEEL DROP-IN . - BAR GRATE. Q - _` -- L , J OASTMA36 IX U 1I GENERAL NOTES _ - 0 END BARS: 1/2" X 2" v) • l n raw„•vet N mnevl,ro4,•Am1'woo,e,ratnAw.at woo s�+ccr.x weOP 1I ►..ern 507. 1s, - �` ` I ❑ CROSS BARS: 1/2" X 2" 0 2" 0.C. eJWIR UD MPJ l4CT la .-'-- e NOM rose R.TA7K to areo AND fal.W4101e. 411 Mama IN PM MOM IOW w IIINICIVIRD or 100.100 rat MR. ❑ BIKE STRAP: I/8" X I" renwete root_ O HOM1et IMMO LID Rif or 0110►rim ow To won. MF"Iota)own et urhot Dim omit MF R g 1 1 !i as/a NI USD1 V so le .M•O Ie1 t111Rmom or� ZY *no 1PUu.f]MD mug meal.!TANNIC/WWI •4--�`- 1'5" 1'4" S0. T� ounr 50110 MY WNW Ma !R/..eO4 M m vtt MNMM o RPI OTUe e r a m.�111 TMAKR7l C0111EL710M TOC W:MO 1 MMM GM O PR�f 1 ,..„.,„„0,,C0111tMM N COY'TVCKAI to • �„� \� _.'ent, ""/ I am] O1�"r r-e ss um e l w a��1Nor. awae+e aouAA a Reo1,•rr.commit mluM wm1 000+1116 Tn a 1el.tskse ws R9 R /� 1 NF �r tt { �- •;,r.I y-. ;:d1,-;:•"1-,-44. t- .-.: +'�!'1 1 i __ II i n Au ICI)orolIP COMIrso ealeRt..uAA t1AMrTtT1.rILT- Aute ro ornATTa1 No ww+lY1•Iri*rooms rat wore PLAN VIEW BAR GRATE cV �/. 9 R �. . .I .eTIor•011, 4 _ - it„ $•CAKTRID CATCH I,, t • r4 I11 �'.1 mittImM 'l10R1vIPIL1CR�l`.TA ivailliC G / min leve i ��"" ■ 1,'_--�- PIMP TO STORM MAIN ' M nr t• .J .7: --tttttttttttttt)�t TRENCH DRAIN / OREL'• , � �► 606046 r.crltor I.r• :'.i:rr-mossa��.,.. ,- b �: "...TO corm 1•.6).044 . ..-/..J.-': i..v.„4u,• ,„t Led 2" N ' �q 25_Y.a0. I `tom,`. •- ;It r;.�:,=f •r•;w `•.y.� . f::•sr+, c�'r+•'�•••' �• THICK HEAVY DUTY DIAMOND PLATE �� ,Q,, ;wa,o„r,e,r,. I> tT �� •rIECt TRAFFIC GRATE TRAFFIC COVER. 1 8 AEF VW I now o N�� •. � L EXPIRES 12/31/07 • Orfirma r.i'•s„�. TO CONTROL BOX -- 3 crMTRIl _CA1CF 'PLAN Axil.,-- •.■...�. .r [ I I rill I I L�1 i I i I I 1 • ' ' . J A 1 I. 4" PIPE 12------ 6. O +TronwS_ ��.�IFNI Q _--' MQn1Atr' •* 1.4 1___ FLEXIBLE N .� ii NKr ,,,,,._ Alm.amp E B ��«�1 ^,^ a 1046 _ -11403401 ---___-. 0/ COUPLING -� --► �' .-_.__.____--- -- f ra -- I I _--I - _ INLET L--,-.-1- r� i f it c t' sur -` T'I-;• 1 otalaRltmLwt 1- -',;- ►,'t"�',;.-, .,- :"i,.( A,, ''•11+� •m+ '. 36" STUB "� DIA O - 1111111 � �I,I ,� [ - P AN OTE)�.1 • .e�.M1. _ +. " L ,. _ . _ : rJMtroRee row _ • CIPMM Tumor r►"► .DAc ss r MIN. . t «.TRS MaiMMM•r •� DIA. AS NOTED ON PLAN \ � CI m -.rror--4--. --1- Sfr- TRIPQECATCf�AEM If' ;..1 ..'•• •S?I . ��: Fr;1, ''i; _-L_- \--/---...--j tJ 0 -•,. t_ ..,. _ I :_� .. .r ►_.:: -_z a. .k 1�_ ._.. t... .. _ (D.1. PIPE IF LESS THAN T Q. 18" COVER FROM FINISH NSW u" "DLR"" ""°t""""Jr BAP q I I GRADE TO TOP OF PIPE) REMOVABLE-- lil a o vo", j 3-cm=R Qtirsm►SNI-SECTION VEN► I A .•r _ -L- a,rine Ma z Q. _.1 Ns 10-11151.43) SUBMERSIBLE PLUG I c� K Q Lu -�_ L Msw.. • ���" _ ...oenMorol.r.sr1M. ....• Me1M0O1IMW.!w1.M.W.Ir - - SUMP PUMP �- 1/V" / (/� STEELCI►TC1lAaIN SttJIMSILtERcopincir .TESL CATCIAASIN stORMFLTER COMM STEEL CATCIISASIN STORMFILTER "`-=' PUMP TO HAVE MIN. .... fN� CONROE TOP VIEW,NOTES AND DATA 3 CAPACITY OF 20 GPM. IE A S NOTED r. SIONI S TANDIIIKI DETAIL-2 C•ARTRDOE UNIT �� STANDARD DETAIL-2 CARTRIDGE UNIT O _ STANDARD DEtA<�'CARTRIDGE UNIT 1 m�� 7t_r � _.:-_�:�._ _".,.,•."..•• 'gm =.1...:.r<•1....'..1 .1111111111.M1 MIN 7`- ..•.�.... MIN MAUI MS rMtr.►ru_�.RRii1M. ON PLAN TERMINAL CB U LYNCH STEEL OIL-WA TER (,ONNEC LION % " y X - - _ - - - ---- DETAIL R SEP IRA TOR STORM FILTER 3 INLET / PUMP DETAIL 4 AREA DRAIN 5 CATCH BASIN #3 Cb.2 QT SCALE: NTS 66. 2 SCALE: NTS � I' >` 1- A SCALE: N. T.S. C5.2 ``' m LI _ - W -... O 7 P . SHEET Q. C5.2 • u 2 4 5 6 3 g • •• . I.• . • L +"- •r a+raz :: +0004 t t • ., ., - .. .:. .,, .. .-. . .�r'w,Y'.' . •:: f"�.. 4),t344.11144.1444441/4/444444.4,7M' ..r .._. {,.. • �i . v� . ,4006 Yl .. y{t.. �+,b.w.�.c,9...i•'Tf1L�6".nep.l:yM-�. , r.. �,'' .«ONi Yf4� !„T' .., � 1, - . " I1 _.�..,�.v.f.. ..w+.. Yr .�'.�� •rws« .. ._+_.wJ s'io•.,1-F . . .1 1ffirt f, i• T > _‘• l I .r lJ r 1I-r1rp ll Il-r Tt-rrT Tpr i r 111 L v A 0111"11111kilillir • • „ I'�fri �' �'4`~ ' ' Il��llfll�f1'II�IIE lIlll ' 144' `11111 lillll�i!I ISI liiliE�1 ;, 1 I! 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'4.,..,'S, i v41• .' ^'t 441•1114410•111111M111111.4=11.11111111==.14..... 41011•11111 - • y t • jitgivi 0 t • F LOCA TE FRAME AND COVER L. - a o, OVER LEDGE Of AT LEAST q• 12" IN WIDTH a • a p a) 12" t. 14 i 1E11 r C. o • . : ........... ..1..-J\..yi K 6 0 z 11 1 i &A c....."..........._ r� 4 1J4 I g. ► a e L,) MAXIMUM 27" FROM SET FRAME IN NON-SHRINK TOP OF FIRST STEPGROU T1 In TO TOP OF CASTING ".'v4.'��'r'N 1, �1 E �iti GRADE RINGS (2",4",OR 6") +� 10 SET IN NON-SHRINK GROUT tai TI -0 Z13 NO TES: C • STANDARD ECCENTRIC 2. - MANHOLE TO CONFORM WI TH 3r CONE l. ASTM C-478 —� N J n0 - ALL PIPES EN TERING OR EXI TING C5 SHALL BE. WATER 11GNt kJ z to - CHANNELS TO BE 3/4 VER TICAL ' I• Q HEIGHT OF PIPE-SMOOTH FINISH . 0 • Q O • - RAM-NECK OR KENT-SEAL TO BE 4•, USED ON ALL MANHOLE SEC TIONS �_ . MANHOLE SECTION V£RTiCAI_ DISTANCE INVERT TO INVERT •, -INSIDE DROP MAXIMUM 4' «�'' (VARIABLE 1'-4') `� • • W oa i<r MINIMUM HEIGHT OF STANDARD . 0 • ' T Q �� 0 141 - KNOCKOUTS TO BE USED WHEN S TUB OUT PIPE • �; D 153' ORLESS e 0 � � Q `' N Z 10 iz J t� v --"Nr.....,:.. Q VLaJ ct 48 T � ~ O MIN. co 12" MAX. FOR l"/IST. SLGPE • 1" MIN. FROM TOP OF J CONCRETE PIPE D 0 PIPE TO MANHOLE ilis.i �. •• 0 SECTION Cli 0, -IPF —v -_ •.0, ./ •4. ' 4 L___ S z ._. _ ____,__,__. . _.,-- A 12" OF 3/4"-0 COMPACTED 8 MINIMUM CONCRETE q', •o> 4 .4 . •... • C BASE MATERIAL •�;, • , r1 • . . ' •• 6r MINIMUM W (f) STANDARD MANHOLE 1s SCALE: N.T.S. 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LOOKING :4414440 `S/ % AGIiiii '/ `,Jr&t` (RGCc�m �i1 .5ut f 1If� ��fff ; ( for Schedule 40 Gas PI�� OAS P1P • " ' zxrroltT Nur � .. �j WALL(COORDINATE AM 1W D��0r1IrI r4 Ern � : .,«. ;,,,;....i....‘:O R"TRH' Nl'T(TYP. OF 2) 1•�1 A NRTIARCMIKTrJ11' s - L Y.'..••lF;::. NOCK r.. , II :ii is 1'(• cALVAwte)uRSIRur 1 1/1• 2 1/2• 10f-OP AOOF - cn I.I % r •Laryr t2••-0r v oar.punicito— ... ...., ,.,.'....>:)::.:::.•:1'.•'''1:::::..1: 7 , '.':. '.;., i.: 1.' A11QgR ........... ............ HORIZONTAL 041EOA x .M (C) i GA5 PIPING HANGER SUPPORTDFTAIL ��SAT 4111114444444 Quota NUT PPtsan.-va Z o p N,......„.:,::..::„..„.::..:::::- R,+•.dl� 3 ] SCALE: NONE :'•� t - a CD x N _______? : ...kimgasx ., PII GALVAtt1Ed !-MOI! (/] ., PRESSURE REDUCING REGULATORS (NATURAL.GAS) ►av ywle_Also -�-1�a_ vxxanK,ir Jiff aup�n®aafc (--a•-- -'1 r4 HORIZONTAL GAS ru- , 4G SUPPORT DETAIL /' until RTU 1,z,5. �.s.c,r, a MIR er.c. 460 Lel 2A 7'VC. = 1 SCALE: NONE —_/ 2 :, • ,N / -2 RTW9 - root D.r.c. PO Mem to FS T W.C.w.C. ,.....v....,, JO • �- ..L. -- — I , , , � qLL 10 Ma DLC. 260101 A FM T w.0 2 7 VERTICAL GA5 PIPING SUPPORT - 1 � •,jm SCALE: NONE roR�u I 11117 I)veerr MEI 601 rir CUT Reoull501T9 GA9 WOUND D ecurww. I vado 7) ftiUtr VW sMAU EC LOCA1rfl A UMW a 100'V OUISCC Nit MIATD. I J 3) maw cownaclat TO 11JR1!!I1,ND Iglu.mut=MOO IMO OM rOMOMI l ILC aw,grmmna or m 10 ez 3Irrue) I 6/�`'� P 1 R I a ii I 4.' - G i a I Si .13 1 I I I I 1 1 5 NOT USED — _ - - SCALE: NONE C — I I I I I I ITO •�t ARCHITECTURALD I i INSTALLATIONMoeSOF-5 f,ARCHITECTURALRL10►oRMN -NDOr.PINI C Fl 6 .6 .-.I d AYIRI ROOF GRAM IEAOOt I I I I 1 1 V AWN MOW DRAIN=RR - �\ �'1 II I L I li1'{ . w 001691 I 3 a � ---7 . i___ 04 I I I I I .4 iii 1 I I �� � - z t I VOID twat ,ti`""�`� AVM V1•, I © I I I TO R1X9' , w-•w I I - - 1 I I 1 L__ •• Ck\ mjm job 106518 0 IICIUTE ANN LEADER I I I I I I i r-r. v 1 1 I ► , 1 THROUGH 1 JOISI -RAM LEARNS 9nLL ivA frlLJwMMf CONTRACTOR TO COORDt9ATq INSULATED MID JACYZIZO t� RAIN LEADER SHALL Of ROlI1CD AGAMBT 1 l ♦ F!R'.M'EC'J WALL W JOLST SPACE;NEVER TO BE N BELOW FAINT MEIN.Ulf ICOORMAT! f4�1 1.-...A..,..• 0I WITH 51T0UCTLJRMI I ( I I I I — 'MICA'.FOR ROOF DRAM I I .ROOF DRAIN DETAIL 0 R G. SCALE: NONE II I I I 1 I v 1 -- I I OAS PIPING DONN_ i . • ii., •• ..ii w—w�w— —w—w—w—w—w— —w—w—w—w—w—w—w— --w—w--w—w—w--w w—w -w- w—w—•e.—ws—w—w—w--• —w—w R w- I •• •d R Float 0 F..._._...__ I I I I I © I ® I: e CO 11 -- . ,.. _ _ _i 3 t I i _ __ _ I [ ] ("MAN Root II C 1:: I I I I I I i I I r— - PRODE�• WATER u►[ e' I I 0411115"D THREADED SNL COCK AT LOCATION. PROVIDE •� I I RDCX IiATCn IIE�I'lAl'ION FOR WATER LILAC ` I As aouReD. /� I 1 I 3 ~I I I I � � 1I I MI�UA�.d�I,�II iNSUlAt10N O>•t1�a1+IIM,rIIlrrwd 1111=1/66.6601 ..: . l - - F— — p w 0 DETAIL OF SILL COCK AT ROOF HATCH 71111119911111:141111141a41.1111.9104�+ I co i 7 • _ __._._ _ _ _ ___ _ _ _ __ _ MI _ _ 1�111�r� ro11�_ _ _ IIII _ _ _ _ _ SCA _ ---_-. _ _ .._... _ _ _ __ _ ________Ir .r+.wel�tN.Ialnl MAIM , IrJIDeI © IE. .r,...rw�1111a.�.' 7 - 1.WORK TO INCLUDE.PIPING FROM S'!1'OUTSIDE BUILDING,GAS ME TER•SETTING AND GAS MING 10 ALL GA5 ►t)��rr�dw! TIRED EQUIPMENT SERVING BUILDING,AND Tilt CONNECTION TO THE EQUIPMENT PONMSN NI)INSTALL GAS • L i" - �.9 I I I I I I 1 ♦`. I d D,Rtri'OIG1'ROOT*MJ PRES5URZ REGULATORS AS INDICATED ON PLANS. � 4 1 I WPM o--.. 2.ALL WOW SW1LL B!IN ACCORD MICE WITH ALL APPLICABLE LOCAL CODE RECn11RCM[NTO,AND TIY I PImVISKJN';Or NRA.34 MED NFPA 56. R I I ..RF!2'AND SMALLER SHALL Bf.sT:nEnuE.KI STEL WITH THREADED MALLEABLE FITTING. imatimpio stanolilla -w—0 Mb...--1 1 I_.,� 4.VALV!5 SHALL Be GAS COCKS MNIAICALTURfD BY l«BCO. 1 1 1 5.All PIPING GIFCL9CD TO DIE OUTDOORS OR LJN IN UNCONDITIONED SPACES SHALL PE PANTED WITH TWO J Oz l� 44( COATS Of SAFETY YELLOW RUST INHIBITIVE ENAMEL. r n .. . r �1•'� E.PROVIDE DIRT TRAPS,3nlJT-OFF NAIVES AND UNIONS AT EACH CONVECTION TO PRIED IOIIIPMCNT. O V 11 ' , • ( I I I I ► ♦ I PRTMDr REGULATOR A•aOUIR!D AT EACH PACE Of EWIPM ENT. ► � , _ I �' l ♦ 7.CORRL GATTD STAII4LC.V STEEL TUBING SHALL NDT BE USED WI1riOUT WRITTEN APPROVAL.MfING WILL URCLY E(1 .A..4 _J ® .. INCREASE IN gI]!M C;,55T TUBING 15 1/SCD. Z U Vi`lfl. 1 d.PROVIDE GAS COCK,UNION AND GRT LEG AT 6A5 CONNECTION TO ALL HEATING COU°MKNT,TYPR;AI.. w D 04 I v I I 1 = d MAIN ROOF MIN IrADeR DOWN 1 9.GAS MITER FURNl3hlD AND IN5TAU!D PCR LOCAL GA9 CO.IQOl11REMlNTS. 2PSI fRLE5Bl/RE -17 1 I - •-- - - -- - -- - - - _ --1 -- - - - - - - - - - - --- - -- Ir - - - -- -- - -- --..---- -- - - ---- '- --- -- - _ - - - 10 FICOVID[ALL PIPE SIJPPOitT9,ETC. .PTC.ED FOR moor SYBTEM. O �.- _ I I I.PROVIDE EXPANSION JOINT4,LOOPS.CTc.To PROTECT UNITS AND f1PING SYSTEM FROM TKRMAI /(1(nJJ I • I exrANSIx+ CONTRACTION DAMAGE v I I! i I I I I I I I on ~ OZQ II 1 Uq OOgfl►I,G,t71t OWL ■ I 1 I I It0U1!OAe rRMG NON4 NOD!ms MID SECURE TO ( rJhELL 1 0 4)r ' GAS PIPING NOTES —__ PERMIT I 1 S8 CALE: NONE ReOLIIRM -w—w—w—w—w—w—w -- I I • I I I I I I GAS r2e,"Ullt It GLAMOR wTn+ ►ver'pr I I�J /06 O -_ - -____ - �� - - - _ I - - - - u - I - - - - - --- - RLN.-- ATE — _ -._= oAs COMM�� I ILY- 1 , _1 — -- ■�.' -- V I I i )J I �' l Filo IOW UNION.rmoviae -D Will ► I )'-- 1)-- 1 )-- 1 , VEIIT meow DOWN II , �( �/ y G....,MR MOUND JOINT UNION • • -•_'__` �i MAIN fUt IID IN 1� - �11, ON PIAN -rlir rr ��_ ��u _ 1 1 I V RAM LEADER DOMM MRM _ res'GAM MMaCIEJWOIR• r�'' ,\ CI,Nii‘' .' /,./I CONNECTMti /� I et.H017R I 1 „,,,,,,,I=7„,,,,„,, I L\n f'•a r�y NMI, GAS PIPING I I I I I I II. _ ROOF aN FUN • 0 riINT R1AST- RL'JbT.PAINT (T.&.)FR!OR cONOutiETC rimR11GGlO IA'NFT E9AFEIY , . S � T[ST GN16[ 1211L71q Q •.- -- D E G J aoNlec,loN roto' r • "' '' ----- � � 0 0 0 0 0 0 o .` lib, SCALA: GM!PIPE AOIILISTMCT�T AT• AS N(�TCD 1 ROOF R s, ' �? rR.7TAND 't°0f°444. TTY.,°C"1°""L'"' ROOF1 _ PLUMBING GAS PIPE CONNECTON DETAIL PLAN ... � ° - 9 SCALE: NONE PLUMBING ROOF PLAN — — - -- — p...30' I SCALE: 3/32" = I'-0' -- ----- -._-- — 7 ef $� • ._ ... .,':... _ .,�•... RI 4TIear�lv.., tl.?Ijl� R..14r";` �;n.. .+.. '± `... 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CONTRACTOR SHA Q • "4r \ tae rRwsNa+a arr�aoe 1-IR' UP TORDOtWMTODRI S ` OF MONO AND ULM TO WALLS AdhiNII., FOR a3101N NTION• © Kb I ar I•IM '*4y MI 111, Q MUM SCAU: All VI tom -10 A` ,� AS NOTED ILICATION 414:Pr *Trio OMR) DOMESTIC WATER, • SANITARY • SEWER&GAS RISER DIAGRAM - 3 GAS PIPING RISER DIAGRAM ``` I SCAI1: NONE :, •.................._. • : p.4.0 • '_ .+ .'AILR'Anvl+/�' 'R'iLR1A!�t,Nt9 ... .._..-.-....+P+rr�i�."�S".,•ww.w. - t ,,. 1�?n. 'xt6rPP['At?a; y('.^.,;.!F + .Y;'ati, l' .hifi -' rM. < ,.,y� y, .: t+,_-.. ..,...; ...... ....,.,. 'y r-.w,:.:.Na,x.,+ YA�LriPw{�' - d!K. `b ....... '711 '41/11"" • . • ai' ` ( I1 ( 1 it i IT 91 • • x� • ..A. a, `t e '4I - 111117111�►��iT1!f�lliilllCflil(f�"����� '� I ', l�i �l�i� � �! r I 1 ... 1111 ! 1 1 £S�J r`a Ufa; ` • r 1 111 • , • 1 1�J i • r •7 hor r, • .. .......,.. r.+Yue...,...w..w..�•,r.„w.�,.,..:..+.....•......,....•......w.... ..aw....•...•.......�.........,,v..w,.,.._...•,w......... Ji. 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