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9402 SW WASHINGTON SQUARE 9402 SW Washington Sq Rd 1 of 2 PLM2007-00007 PLM2007-00026 ---------- Milli.IIMIIIMMIMMIMIIII.1M1111.111......1.IMIMMIMMMIMMMIIMIMMIIMIIMIMII.MMIMIMIIMII.II.MIMIIIMIIIIIIIMIIMIIIIIIMII.IIIIIIIMIIMIIIIIIMIMIRIII‘l' ' . . '''' . • i P _______ fix: KEY NOTESif SD STRUCTURE TABLE-- - aorm M CB1 RIM - 217.?4 MH1 RIM - 227 68 MH6 RiM - 227.65 ' 0 INSTALL CA TCH BASIN TYPE STORM FILTERS PER C5.2 (us) ADJUST EXISTING MH RIMS TO GRADE (TYP.). 18 ROOF DRAIN CONNECTION IE - 226.01 I 6" IE OUT - 225.53 (7?') 10" IE IN - 225 23 (W) (48") 6" IE IN - 218.34 (S£) pECEi alill UMW REMOVE EXISTiNG CB AND PIPE TO THE NOR TN. 5.47 LF 8" SO S - 0.3473 FT/FT1173-11111 7.4� LF 6" SO 0 5 - 0.0050 FT/F'T 8" IF: IN - 225.23 (N) 8" lE OUT - ?18.31 (W) i1 �• 4" IEiN - 225.23 (5) 167.40 LF8' SS05 - O.0035Fr/F'T IAN2 ; 401 ' � CB2 RIM - 227.03 15" If Ot�T - T2?.93 (E EY,ISTIN;) C/../_.) INSTALL BABY BOX CATCH BASIN PER 5/C5.2. 8" IE OUT - 223.34 (, v, I HU 13 © INSTALL MANHOLE STORM FIL TER PER 2/CS. 1. IE - 225.35 19 ROOF DRAIN CONNECTION IE - 226.01 RIM - 227.63 21.57 LF 8" SD 0 S - 0.0050 FT/F'T MH? RIM - 227.39 (48") 8" IE IN - 17.72 (E) DUILnINC� �'��' y F R2. 79 LFI SS 2.96 LF 8 SO O S - O.7,365 FT/FTT �Q SLOPE 0 2% MINIMUM CB3 RIM - 226.92 15" iE iN - 222 5) (W EXISTING) 4" IE IN - 217.72 (SW) q 0 REPLACE EXISTING CRATE W/FLA T TOP MN LID. FRAME AND COVER i r / I I 15 IE IN - 222.57 (N EXISTING) d" IE OUT - 217.52 (NW EXISTING) 41 ° PER 6/C5. 1 AND 7/C5. 1. q.C..)) INSTALL CLEANOUT 15' IE OUT - 223.Sd (EXISTING) 18" IE OUT - ?22.4? (E EXISTING)® INSTALL CA TCH BASIN PER 1/C5. 1. 10" IE - 223.75 '- J4.89LF 10" - n CB4 RIM - 227.12 MH3 RIM - 0 NVSTALL MANHOLE STORM F1L TER PER 2/C5 ? SD 0 S 0069 FT/FT T 6" IE 011 T"- 224.62 18" IE IN 221.85 2221.85 (W EXISTING) § 'ti T T * 3.84LF8 SD OS - 0.1615 FT T - G) 0 END J' PRESSURE LINE /F 8 IE IN - 224.00 (N) S ! 10" IE - 225.66 0 IE 0 CONNECTION "• 223.51 CBS RIM - 226.87 id" IE OUT - 221.50 (S EXISTiF ) QQ QQ t 1 Q INS TALL TRENCH DRAIN PtR 4/C5. 1. 86.35 LF 100 SD 0 S - 0.0050 FT/FT 2.39 LF 8 SS O S - 7.0711 F T/F'T - _ 14 �S CONNECT TO EXISTING S. VERIFY IE AT CONNECTION. 6 IE OUT 224.37 MH4 RIM - 227.03 0 REMOVE EXISTING STORM SEWER LINE AND CA TCH BASIN TO MHT. 21.44 LF 6" SD 0 S - 0.0401 FT/FT 18IE IN - 221.23 (N EXISTING) 1 WATER QUALITY BASIN ; • , 14 ROOF DRAIN CONNECTION !E - 226.01 CB6 RIM - ?26.53 18" IE OUT - 221.23 (SE EXISTING) SUMMARY 17.82 LF d' SD 0 S - 0.0213 FT/F'T ® INSTALL 3" Pl ESSU.RE LINE AND INLET/PUMP PER 4/C5.2. 6" IE OUT - 224.33 '-_-__- - -- 3" iE .. 222.00 MHS RIM - 227.23, 0 -' INSTALL AN INSERT-A- TEE IN EXISTING CONCRETE STORM PIPE PER 101.33 LF J" PRESSURE LINE 1 29.23 LF 6" SD 0 S - 0.0100 FT/FT (48") 10' IE IN - 223.51 (W) IMPERVIOUS AREA CARTRIDGES 3/CS. 1. VERIFY EXISTING SO INVERT. 15 ROOF DRAIN CONNECTION if - 226.01 ICB7 RIM - ??7.JO 6""If IN - ??J.3, (NW) CBI 0.80 AC 3 ?5.29 LF 4 SD 0 S - 0.0297 FT/F'T 6" IE OUT - 223. 75 10 IE OUT - 221.21 (NE) CB4 0 72 �C -~ 2 __ 8 RE-CONNECT EXISTING 6" FIRE SERVICE, RE-INS TALL EXISTING PIV 0 INSTALL S5 MH PER 1/C5.3. 12.85 LF 10" 0 S - 0.0050 FT T MIN. ---. • 18. 10 LF6" SD 0S - 00050 FT/FT MH1 119 AC _ 4 VALVE (BACKFLOW VALVE IN RISOR ROOM). RE-CONNECT EXISTING Ei..) ROOF DRAIN CONNECTION IE al226.01MH50.75 AC 3 DOMES C SERVICE, PROTECT EXISTING METER FROM DAMAGE. 24 13 LF 8" SD 0 S - 0.0859 FT/F"T (-:24-) REMOVE EXISTING SANITARY MANHOLE AND PIPE (BTWN EX MN? E TOTAL O AND MH7) WHICH RUNS UNDER BUILDING VESTIBULE. THE EXISTING TREATMENT 3.43 AC Q MAIL SAN!TAR'Y LINE CONNECTS TO EX MH1 (SEE BLDG. 2, CONTRACTOR TO VERIFr LOCATiON OF OD ADJUST EXISTING VAL VE BOXES TO GRADE (rm.). INSTALL CLEANOUT PER J 'C5. 1 TYP , EXISTING SANT TARY LINE IN RELATIONAREA 17 ( ) PLUMBING PLAN UNDER BI OG.). THERE IS TO BE NO DISTRUPTiON _ W I 10" IE - 224.34 10 THE MALL SANITARY LINE. CO 4TACT ROGER OTT AT TO PROPOSED CANOPY COLUMNS. r 85. 77 LF 10" SD 0 S - 0.0069 FT/FT 503.352.8862 FOR COORDINATION ON SAN,TAR Y SWITCH OVER. NOTIFY E•NGINEEf IF THERE ISA C CONFLICT. O En 1.,1 I 1 1 IRAl lel'1 NI 1('L F. 23 CANOPY GRAIN CONNECTION IE .. 226.01 MAI - I27 94' 4" SD 0 S - 0.0200 MIN. 5 f en 1 .I'' ( ('I F( IN 11 222.O1' .J V N 1 :4 ' ( t 'Ni O(' 1 NNE 21 'tl;' 26 CANOPY DRAIN CONNECTION lE - 226.01141 W G 173.83 LF 4" 50 0 S - 0.0116 O - c2 l�LAI :'2� ci( '�� -` `, t ')29 - '' (� 4 ' N 1 • r C A ICH BA'►INQ .;e1111IAR1 MAN11t)I.F Ct �. ) CONC. (II 1 \ /-- 1 •` • = 227„31 ' , - �•. I -- ,J1 1.. i. 41 ' �.� Rkl .UI ' `` . ._�,-1 1......„/".#. .,,, ,^/..<1 E.l(' 15" 7;UN(,~. c11.1f `\� A , 8 ......E \..... f► r- / I E, 22.3. ,11 0 is-- U t1' �'1r ��(.1I NN« I ( • iL). 7U' - . J 1 d � 1 �� r QD .� �l \ ) ,may . , 0 Pn ( 1 4.' \*..... ... "NO -i0.1. \ - --' �� \ g 6 /� V ) .. . 1( /WO _C) �,fff ec 2 �� (Typ )1 %2 �� _ IA l;r1N('. IN W I1 I u , ►- . T 12 �� I % V 1 _ 11,'T., ,r' ,Nr '• UIJ I r r r1 7' VI r .) 'tom, 0 / 1i I ti , { �� . { , 1 I 1 ,\ Q / " ,, E.I I .�, CB a b `� I ) -..., k '4.- O Ci) 0 cir--) L IRE Ut f f. (, ONNE C ZION , r. r .� _ -- -- *-`--- - l �l - I 1'n' CB ' • L r 11•'! 1 r 11 l �'.!V ► `�� `'7 r L • S! FtlNh•LF1? 1'AL VI.� • /% 1:� y 0 2J Vf .) f / � 1i w - - w w w _- -- r ,I a �r� ►� �{ A r... n0 r ` 'LL_ CBI . ` CB 1 t I -*- -w ., w 1 f 1 �l FI?�,F1N.• n 0 V CO 10"DIP SO ft; a� �� (� 2 7J IV�I 11 li (l� ) 7 1 .,ukt,, l',' . Q(s \\)) Y II �� . MM2 2 CB4 .� \ \ w ',,;I Q 1iiiii__ Imme."SO 8"SS • IAO - - ., �, ,� .� •- y. '� MW.i • tl• ' • - ii a . 7- cq=rz=e ._ _ ,_ _. _ _ 2-tm- _ _ orgy '. _ .., �1 tER ' . ���/i/////// I%///i.�f/1////.%r/r�, i';/ i 9111611110MMS6.111"11.14311111.ilediaildieje 17"--1 • C+7 i T -�iQ I. ). 1:"-•••,..,,,, Ali 1 (-� `I.':� I Ill 1 �! I ����/ , . / ► f II it c' �I','1 1f�' ►.aIJI ) , ► I, . .� __ ! ,' ��,' 1�� �� a /...,s%�; „�� . ,/./ r - I 11 i,? ( 1�1-1 If�irIico 1mi , , , r, ,1. i +t' ri1 w/ ��r /' IN • , _ - - r, -- - �_ .. - - r, , ril /A i AI 1111 If I, T'iF'I TIRE 1)F F, 1 .�..�, • • ,, ..,•,.';;. _ �, • 1 di _ • • ' 1 I r:�� ' `'�N(1 - \ M +,i MAI J • ,1 , �,'�.!NrIF.i 1 -� __ • i IIL/ �I F 11 IN(• ?6 _ �- --- 1 *'."•�i. .. i.• ' ' I121(kft 0 CA Ir '►i l � (,IN 21 ; � '� , X111' Irl �, ( ,,,,,,:Q:. , r . 1.:•14, . 51010- , .; 24 111,1". '!AI - l2 1. CA Thal ll/1':IN ?4 '; '1Nl I nri► MAN/101 i_ i �r _ I , , I" . ,111:. (��r i i 41) 1r • . I. ', Milk. I 'll' • -,' EX MH1 n �,, \ , _ - ' 'l i) 4111)TYP' RIA'1 s- d !. ��.F �' llltil .�%�1. 4 �' - r „ / , V �) r�s:N�.l1 ., • i r EX MH 1.� ( .. N(. . IN LC , _ . / 14 'RA •F t . C', � I 21 ' " f:ONr_. 17 11 L L. •+ ;�'' j.l1y' I I,ONC IN W 1.1.. - 1,','. ') ,'' `(" (. -- , c. ( , .., t.0',. \ ' + ' I• �. IFI" CONC. Il E. I.E. i2 12, (Z 113 t 1 I-. 1'?, '1_ �•- is \ J • .. . • I 0 22�.. � 8. IN NE I.E. .. 1,9 4 3' , - •) 12 F�11�M ���' (,'rllll r�1 )0 , I ; I PRrei'f;I_rrE h'L I.IEI• VAI_I'f, ,A 8" IN S I.E. 218, 5.1 ' % 1 \. m • 'If l F.,nr,, ►u r ; r • • I I ----._..Z , WA Iff? AIF ►F li ( I IRE V ��" vv r w 218.:<<�' ' '4 ', I MH4 (.\c.0 �R�`f. . •• Ion ) ► -� ,l1 1 1I� 1I 1� 1 •TPJI ',.G'Nff , //' • , IUE:F f. C'( NNi r 11( N �1 iI 10 • r' • 1i - 11111 , 'tn II FEE 228. 51 % 10 CB5 , . 7 1 r 'r�,�'. , 1 i? I . , C (;A 1011 L1A5IN �% --- I O1.A ►`t , r '1'ii Irl l J I 'I s ' • . á. !4. 6" CONC. N. ....". .. --.--'•-••••"•-•-1---, •--1........-wi,. FA ,.... _____ _ / rew or 226.83' . '',4'; . -. .",r " I 1 ! fpr L �- . , II 1l _. � a 10 SD • S I.E. ., 224.153 .I I a kUiI11'w' iIIIH (' J _ O4HI I I Q le/ . 20 '',SNI 1 AK► lIill )I 1 - L� LTJ 22 I I I / � 4 �9 la �,f i.r • '►; ► o ��� \ 1 0 I II i ,, _1 IR �, LL .l I__ -- - .-. _ r alaBMIE J j I (.:s. A�....d �J�,YM.tlaa! .. /1..�....t 1 m . _ __ - - -- - - 0 - - CI -- --_ ._... CI _ h i "�r. CB6 c.��.•an.M.�+e... .• ..:., . ( k mf7f1 6"SQ • /NM�/O V ,.ii'^ r•�'� (� lit7 , I ` �..1.11.,es -. .... .� M w!8 d M. I �/ ` I 1 �� \ Jair . •• •• O Q 1�, o ( acn w0 . \ �► 0thi f (1-1- 1 , S Cl 1 3 . I ,,, ,,,, ,, ,,„ `� ,� I„, IS (1 ! I 4 o ._ WA 4 • t� >, Q1 . 0 91' 1 OFFICEPTY 1 11 44 I am CO0 - i/, 1II( 2 A II:-- ' \1111 74166, V:,-,' R' m l I . :AI ' 5- - ----maiMir - mr - ... e, .` ( .A• ,,./ ...R Ali Q I .%. --/: SCALE " ' • II. /////'�r/i//�'. .: .'.,.'/, i, . /' •i; ,'.,.. / ' I. IJ 20 40 I vTii'malliir --iS,IEE 1 / ( FEET t INCv - 20 r T C5. 0 -r 1 ' L , o f gi [ •�• .www •r ,' e 10444'4 A'• a ", 1 w^ -' _ • �, r. ,� ,+ " ''' l .a� Y-f1ir--EM^. to�:r-w_ . M „ ,m M. 4 ,,r � M •1 , �,�� . ow �'.. .w,, ,,,..,�,.t�w ,. '••ISM" �....24 ' �.� p- Mr 11 111�1jtt>)1iti 1111 Ti IIT iit 'TTTItJr�t III III w .. 1 AX1, �. I No. M -;.1•• 1,' a ' ,Iliwra f1 ,� 0 Ulllllll 1111110 1n11 111,1 ` li, .0 + I Ill "r ,11 1111111 101111!1 I1i111 lI ll Ill 1.011111111011111111011111 I 111.1111 f, 4.0 1,. , „ �� - - - • • N • • • I ice. V.".1_•- �- I MVILIMP Pt GENERAL NOT r3 DMLA5T - - - 1Slr Norr 61 I)9TOIGIHUr1t roY CONTCCII StORMWATER SOUJTIONtt PORTLAND.OR 16001 946 46671 9CJ1ReO110V0►1.ME 16771 ?VII -y /� 4 • ' 007 66 MAW 16661 740 33 10. .v // . • 3 fling G*?TRIDOCf'9)To OE SAMOA ACTUATED AND�J[Lf.C11ANINC1 STANDAR()MM 9'IC .U.Jfl IAA NUMMI Or ! ''•,. COATROOM ACTUAL NIA.�ER Rt'QJIRfV TO St'money ON SUE MANS OR 1N DATA TAM MOW i I jotI)PWA9T MAM10l[STRUC1URt TO et CONSTRUCTED M K.COODA/KX'PATH A911A 0476.MAR.R[flMCT DCa GW RIM F �.- ONLY. ACTUAI DI.IbYDIONO AND Ct)w11IO111U►110N Or STRUCTURE PTMJ RP SHOWN ON PRODUCTION SHOT O ft ANO I 4)STRUCTURE AND ACCESS COVERS TO MEV ,IASHTO 11.10 TOAD RA/MO Im(11'11 : I� • 9)OTORAANITER Mf111MES 1 3 REI or DROP PROM win 10 OUTLET R'ILS,DROP IS AVAIL/4914 CONTACT CON1roi ��!�rA!rA Am STORI.IM^AVM SOLUTIONS UNAMl1M ANQU WATCH KV AND OUTIUT IS 49'. i1 RALT r,PRw TO SE%wrier- CNONICCR AND PROVDCD By COWTRACIOR. PRzCAS,MA►RKXL STORMro rot rower° i --4.1.0' , t I I .I. WITH A DIAL 01AMCTCR HOP' IV STUD*J SAND COLLAR.SONY INCH OIM.XttR OUT11T MOON MAT•ec SEPARATED i� MA.01111r1 STUD AT MOW. M CUT UNE TO ACCOMMODATE A I I INCH wily PMR QOSe4 CION 10 DOVoievoffU • roma TO OE MADE UlA9INO A meow C IH'UHO OR ECCENTRIC REDUCER. A,RIOIAtlD COMM Eh ►ERNCO OR MUM ' ti AND PROVIDED 197 COWTROZTOR. . PE Minn P.11 POT R•• 1 MI IVO '[Wovr „C) 7)name MRII.A11'A CILAMNCE FOR MM/119WIC!ACCC9S V A SK IL/OWIR•.r'9TrU IS If{(0(WD,ooW1Ac1 coNTrol IN PAVED AREA IN LANDSCAPE AREA Mr Ib1r)9 f O STORAAWATER 9OUJ110N16 POR OTHER MONS • 6)ANTI PIDTAflOM DALLAS. TO VC SrrclrI.D 177 rwo1NCER AND FROVOCD sr CONTRACTOR.r*LOME° SALSAS. '0 VC n1 - ---� lift- . MAOI*()THE renown*Or YHt 9TRUC1URE. 1 .411111 O)AU sYO Ir11TE119*mum!num MAJWTtWAMCE RIVER TO TO011•11.A1000. MYC AND MANANC3 OUIDCINIC9 POR RE MO A, IIA 11ON. --. - / ' '' - MMD coven A+.D► PR�CA IT MANHOLE ;4/ 9TORMrILIER DATA • MANHOLE $TQRMFIt TER PLAN VIEW IC ( Y.1‘•,..:4.1 I 7 1, - -„ � '4• STANDARD CAST IRON '� • ti I •r:fiiLf•: .P.‘1_4".." • * { 4 MIN. CONC. FORM ►' T ,.'►•:.��IIt�R RING & COVER • 1•,1.. 4' .. •u� 1.•.':•,•I•J./•,4.f•:Z.• • _ . i;;.:'�-';, t•:[•%'.41 • •-t..•I '-• EDGES AR OU EOR ROUND 901 TRAM[AND • '+.;�. .: ` •.. .' • •'t 'l.I• 'A.•.iii14,:•' _ � � - 30.0 1910' ..I /•,„.•:.; .., j.1.1 �tI.!- t • '1:1.`111:•.: • y • GRADE/1M , CIES NOTE 41 : ' 'rl! I. f' " +- {, § woo '�' •� ti.' 1]'.. i -- 111WANISINNSI t •'• •• 1'-• :;f •• Ir'ir ful.i!- ! ' _ iF WA)ERTIGHT PIPE PLUGr 1111 I-4- MIN. CONC.f INI.SHED EE V- 27 3/4 SQUARE GRATE 'Tn mr) MANHOLE STORMFILTER - TOP VIEW t'" 'ct*COW MOOR) 6" MIN. O_ E GRADE MP MT HOPE WW1 i m 11 &wow WM MIS_ IIIt met Naha f c► R19lIt Matt WHIT WO ODUAR RI SER NO t TO E XCEE U Ile --- •15111 5.5.5 ' UNLESS 0 THER Y. SE -� 9cuM DAM, RISER OUTLET NOTED Q ..c•MIN I�. I�MpIDlp IN OJT UNE 8" INSIDE NAME TER 13 A - l IIIMT M ITE 7) • 6'1 OUTtn STUB - Q C TRAP FLOW AREA SN ll. -DIA. AS _ _ _ t NOTED ON PLAN I� FACV THANINA 1 (>F �LEANOU r \ t I I '• - tf '� � f Z O1CEC TION PIPE If O TRAP reef NOTE a- • I., �ii�Itl�, w 1 - r�RONDE J/4"-U" CRU�iIED co o I.140"1 WHEN NOTED ON PLAN (MOOD) t .r . ,A, , ,��,� �,II I� .. 1 ROCK FOR A MINIMUM r , In • 01 �i 1.. • I P , � 1111 ' OF 6" AROUND CL EANOU r (N - f / / • SCE MAK a1 "' FIRT, t Z J. • 1:11111t1 WIDTH .--1 1-• • •. OUIILI rIPr ,� f • Lu 1 I 1 I , FLEXIBLE t11R9t,RaN �• 9Y0*MPIlrCRC/17[IRJ000 • (l!! COWTfreTO "7 - ' COUPLING AS MM.roID (T ASCE Not[I► COlXLR10 to • ., a COUPLING REQUIREDiCti 1 r HOir cil� \ o MANHOLE STORMFILTER SECTION VIEW �_ eAUN1 0 0 �- O 10 GA. STEEL - If" 0 ` 1_ lxe WOIE 8) in 11 (,� L INCH T YPE % WYE OROl11 u r`• o T• ....I I lel CONTR/AC1UIt) II ' A T N QA '- tit il \ ! MANHOLE STORMFILTER -OUTLET Q T 2 II __.,_.r 11• EOU VAL E N T U --�-0 CX 0 .zt �� ` •e�w.•T. ------ -- !• - --- - u 1 v°�• ' 1..i ��� CONTECift PRECAST 72'MANHOLE STORMFILTER CONTECK PRECAST 72 MANHOLE STORMFILTER • t . >i. �.•� ��, /� �► 4" MIN 3/4--0" PIPE IONS AND PLAN AND SECTION VIEWS TOP AND SECTION VIEWS, NOTES /END DATA Z 4,0 , 0 ' s. -4! C R. COMPACTED 2' - 0- BACKFILL MATERIAL _ STANDARD UE TAIL N ' UTIONS_ STANDARD DETAIL / �' ,` N. I' �, BEDDING �tAS SPECIFIE UQ U A •.•4NI.r•.•wr..- ,II111r�R1Aw-�K•..*Maa N..--- -4.4.6.021r.moon �irwMl Nos [ol�at rR ARR _ ..+�/1�.•..+..a.•• _W f• aN mug mem Fu was row coon Oyiy oej-iiwl..Jai + LO L _. -_. _---__-_-__._---_ - - -'- - -- - - L CONCRETE ENCASED WYE Z cy) 12y, 2 CATCH BASIN �__ allk 72' STORM FILTER MH 01 CLEAN OUT .) 111% wSCALE: N. t.S. C5. 1 SCALE: N, r.5. (2- 6. 1 C. i0SCALE: N. T.S. C5. ~"` O cr wo NOTES: O I. USE SUBURBAN TYPE ONL Y IN NON- TRAFFIC AREAS. 2. COVER AND FRAME SHALL BE GREY CAST IRON ASTM TM A•--48 CLASS 30 Z 3. COVER AND FRAM TO E MACHINED TO A TRUE BARING ALL AROUND C 4. NO TCH LID FOR LIF LING HOOP(. I� � PER PLAN f."1".. "1 ,. 1 n 7T NOTES: • - • 3. PVC HUB (ASTM 3034 SOR 3S) P 153/8" DRIVE IPV i0 CENTER OF RUBBER I. REOOI REM£T S OFA T.M. CSHALL4 78, 20 OADING. f ' ' (A% --- I N�f rt:‘-t-t-tittliiikiiill1 ' NFORM TO THE 7 SLEEVE AFTER SLEEVE IS PLACED �' / 4 ) F ALL POURED IN PLACE CONCRETE SHALL HAVE A �ei, PLAN VIEW IN HOLE. 28 DAY STRENGTH OF 3,000 P.S•1. AND 2" ,,, _ i • - , TO •" SLUMP. \ • te, • • ,is 5.! I-' I 2. S 1 AINI r 55 STEEL BAND (9/16" SERIES 300) -� �It t ?S1Nei ] r` INLAY GRA TE LOCK DOWN l ` um SECURES 'JPPER HALF OF RUBBER SLEEVE TO THE 1°)- L• Pt RED DOT BUILT-IN BOLT \POL1'DRAIN PVC HUB FINISH GRADE - PERM7/C AND I COVER SANITARY MOM UPIRES )2/31/o> BLOCK FOR GRATE CHANNEL - BEDDING Cflr+iftE TE MIP:. 4 ALL AROUND '"" •- ! • -- 24-3/4" --- 41`1 _ _ LOCKDOWN F1. CO0.IPLI TE RUBBER SLEEVE- (ASTM C-443) SET FRAME IN GROUT MAXIMUM 27" FROM i ' o NON.-SHRINKING FIRST STEP TO l . ...r.tt=27v5pOi .1 . A INCLUDES MOLDED SEGMEN f THAT NOLDS J--- GROUT �•��• �, • • '^ UUP OF CAS TING } B 1 . ' ' 1 ` ; • I T IN PLACE. i CUNCRE TE FL FLOOR '•., l ! 1 , • . �,�•. P 4tiiu ia�; °' •_ SLAB OR PAVEMENT +.` 1 `; ' ; Ot: ; • ON TE .1. �' 1. PREFORMED ' -�---- ?l" °m-''� I. L PLASTIC GASKET \r' 1.1 ' 1+ ; t 3 4- 0 LOADING , 48" MIN. or 4r• - o _ _ I' , T -' 1 * I. MIN. _��' S T ANUARU 2 7 ►- / , 4 it 1�.•f� ( I l ` • .' •�,J, M/ �"' .....e......____..---- ''r- MANHOLE RISERS. 1-... ?9" __ .________71 Y` ' 4 ) \; 1 ) i '� - ANCHOR RIBS 1'*"•".�.."'1 -2 -- - '�... LIT i m • FOL YL OCK y/ �/ " C .13 I • ' T.v I .1 .IT:''r"""'• A 21... . (( Cs. 0 LOCK TOGGLEl4i t 0 0 ( _ _;. �\ `/ ' )1 O w 1 k/' i ‘-: i .� .kS%/i . `.11 ..t 4' - \ ', r- CONCRE TE• PIPE Nr I• ��y� " '"' NII )'' t il �� ,/ UN015TURBED + ••0 a�\� � 1 N � 1 f ' 1 .' ter' \\ SOfL SUBCRADF I ' , , Q T T`__ . \ f- --- - _ _--- - � .. y, 4,, .--, ( , � ` LEXIBLE. 8_ o 'i ;i .Y �� • y y/ �yj ,1'� ► T • . •. c��_ IJOIN T r I �wIT l,� � DI 1?" 1 AYER (704PAC1E0 ? / �, �, � ;/),���/� � / � /, . 1- MANI I(x E OUTSIDE c GRA VE t (.�/4 v) .. - - r - -- -- - 1 PI US 1•-A" MIW ) ct> ICROSS SECTION VIEW NOTE: ALL INS£R/A - TEE HOe.ES SHALL BE MACHINE DRILLED t A - ," ® Gl > _ MANHOLE FRAME AND COVER VF.R _ D a ,L_� +-.-... _."-- N TRENCH DRAIN 4 INSER TA-TEE FAT-TOP MH _4 __ _ _ _ _ _6. 1 SCALE N. r s ei . 1 SCALE N I s - C6. 1 r ` �, SCALE. N. 1.5. SCALE' N 1 S - C5. 1 `'I -_._ II I Silt[ , C5. 1 I 3 -.1.________________L_____________01 a 6 2 • : II • - r 1 �..,�•. .,, r... ..4.ryn� r .. . .►.r«. ♦ '�. +�„ i • ' ,,, •.yy" .. .•A r .,, ; .14-.L4.yy�e'• • .�. 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MANHOLE STQRMFILT 11 VI �' . eee Moi°°"irnlAac'°I° 2 1�r..,••• aseaffiegisesststatElicautmet+ 1.... ci) ,w--j-- -+-,uw • �� • . . •• 1•. 1'•. il• sv r�a+tw.c tcaq Me NOR DI Q_ s ..7t 1,.. +..•. :..4.41ED .LL. . t...., IAAw 1100= NeP.rr�'.&I�T !>�TEFI au niT t7ETAlL Unr.1•wow to• �� -- •an!OONT.GM MwtAA•1w'.rl.» _-. _- •MN 40NTtIQi 1iT•/�• PRECAST fie• M/1NHO E STORMFiLTER �• V�r T- �^- PLM!AidO SECTION VIEWSi � PRECAST 4r'MMM10lE STORMFIITER r� •``moiseta onrorlel�+eTaMren� •7 .OATaIwl*4 Tol.MrILT N MM.GTa �sTo iir& v TOP M� SECTION VIEWS.NATES AND DATA v,S�rmrwtef360 new MO s.cTla+v.w. I $ XT11WStlf36A ttplcnoM v r360Tpl�v,.w.►+un• a►TA =�`- arArroARD DETAILsTo�r.�lw� OtTMOl111baTA♦t Z CAIITR��lMi �riT/MQfll�t1!/TAtI•1r GIITIIQO�IAfT •1AlR1111�1t)T1rTAll-tiGIIT1110i0r1JIII - STMAARp DETAIL ...rr� i § Ili .r...+.�. �7�>lt�- M AlS_ l„ Q____ - -tel / - A.. �. 1 _ .ald......•....� - Mq_____ ir01111ilir - 0:1=-----'-'' .'r Z. -_- `A coaw�asr+Arm. !►� -.- -•- ["""2 7C��T.1 D , "". LI CI fr.) V STORM FILTER P z CATCH BASIN `4 48' STORM FILTER MH 6 2 SCALE: N. 1.S. Ilii7 SCALE: N. T.S. (,6, Q Q i0 .....1 Q. p VA SIN: WELDED tOGA MILD STEEL, r - - 1- ' COA TED ALL SURFACES WI TH ASPHAL TiC PAINT. 1 r F- ...., .... , C I I - - "-"`~ n,�T TSB. 4\NO»HUB. TO MA TCN I LI I - -- - -- - -- i --' ' _ 1 GRA TE: WECDED STEEL DROP-IN . II BAR GRA TE. 4� ufx,eK►+rnPS L 0 AS TM A 36 N (..) Q z�r10�� O END BARS: 1/?" X ?" 1■low vow oo�.v1 Ipt�..wwA wlAlote,raAgAl1A.at too w+w r r1cw�<aouln �,i►ierinw • I Y ' 0 CROS S BARS: 1/2" X 2" 0 ?' 0.C. 4 .....1 N RIM a R w1 •• Ali IMP aruM. :=.="1" f1'L N�IC�14 its 1.1.AIAt11AtM Ot 1M Md M!nA1.. 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"1 . • • - 1 `J P• i I- ,i 1 i 1,_ '• ' 1 f)- 41.NIcii:,e '� -` �- e�iliw " ' 1 + �I l 1 •tea % fi - TRENCH DRAIN ---- PUMP TO STORM MAIN \ /� M". 6.-,'".144 -.T.!.,,' ..•.1,/I 4 .T• 1.' ! 1111 •I I'" sow • A. • ICK HEAVY DIAM Oil NES '�~8.111 - PL ATE/ 1 t awl p c130 _ TO CONTROL BOX - (-0E XPIRt S 1?/31/0 7 ______ M11,1111111111 rrrrrrrarrlrr . , s ...........63, rx sap.. AS•AF ( /�) 4" PIPE tr / - FLEXIBLE 0 ear \ 6INLET 5 ii i'I] ii' . 1" 1e1 r' + t ' ..,, 3(3" S IUB- owes omit M N. •�' l �, R r-r-_� 7 I DIA AS NO TED r1r.aA1 PO" �. ON PLAN 1 1 •� 24" ANI • M° r..� ♦.. t.! MIN. �- --..fA-+ -- ---1 ; f DIA. AS NO TED ON PLAN ` } m �.maim ° • � '. t.,.{_:.� t/._�il .��c:. ....L.4...........1�l i (0.1. PIPE IF LESS THAN k' en I ' 16" COVER FROM FINISH ` o ;~ . ...;. GRAVE TO TOP OF PIPE) REMOVABLE ' ►- •-~ sl�at>�rai6i 'MP SUBMERSIBLE -• - PLUG 1 ism. -- . _ , . A AAA . fol 11 cotirsor SIM.Gtt�ANl itdM/1T�1 steins,CAfdMMI eTONMIITM�� ••••=11• !rte 1lL�tJet� •T1il GTdIANN eToa,wtTfR SUMP PUMP _ -- a PUIM PUMP TO HAVE MIN. �-- AND v �� OA iloTt�APIT o001 PUMP C!TY OF 20 GPM. IE AS NOTE() -/ �"101NIOMrnwilala . �1AiQMQDO�TAR. lCA1tf1�O1IRfT M MOOMBOlf ---i'amL •fNM> 1ATAA >1CMT1��(MT •TMQAI�O�TAA•tiCAIIT/1DO�IANi ON _ E.. - • _..-tel- - !>�i - a -- - ��------ A �_.- I' I LYNCH STEEL OIL -WATER IAN TERMINAL CB v 1 SEPARATOR DE TAIL C TiOIV % S 1 STORM FILTER a CATCH BASIN 03Irk INLET / PUMP DETAIL 4 AREA DRAIN 6 SCALE NTs C6. 2 SCALE: NTS - C6. 2 °" g 4 SCALE N. 1 S C6. 2 rl m ii_ , jl� W L m 3 0 ti SHE T iI1 I ., t4C5.2 1 __ s ---.1. 6 , 3 •i- 8' _ , i • I - aMil,I i j._A,,.__-""�', •� "".-...* . .1 - - 4 , - --- ---• 1 .•• ,11,1 • ..". . _ AAAA... .,... .........��n.•"*. - 1 '�+Y.�Mrtr' ..,yi. , ; • 1 • A"1•wT ij a4l•..e:. -- ssi.- ._.+-a. ... •�•�..111Mii.,..WsM. R'l�Mililn. a .,,, 14 w• ,.. 1 +7 �t `1-` • 4 .14 'x'! tR•/P•AIIIRIIA. . 141 4 Sli * ' , I I 1 MAUI*kiloi42Mi• iteilatita4 ,Iiiiiitit iiiiii, . „ ,., • } ' .C7 �11� 1 / 1 , . • ..r.,,, 241111 , 1 , . . , .: Iiir"1411r11 I "^" it ANITIIMMT1 mit 11 1 ..d4 1i 11 ,111%MOMflIM MI"MI gal 1. 1 M • • r .q }} 'may /,1►.."..�.n.•Mii• �..•A11F+"�..,+.. ..�rl a- �.rv._ a� - .a • ... _ .•err .r.. ` 4 : Y I1IIi i INIIIIIIMIIIIMIIIIII=E..110... .0•10111111•111 ....... thit r F LOCA TE FRAME AND COVER OVER LEDGE OF AT I EAST 12" IN IND THi t i ... I i [1.• • . ....._ ,. -'((-----) Z . 4 No .4 ._ a 1.---!(..,/1 • ro. Lf ...... MAXIMUM 27- FROMSET -SHRINK FRAME IN NON SH K TOP OF FIRST STEP - GROUT TO TOP OF CASTNVG .. . •••• XP41 t1 E • ,� �u GRADE RINGS (2-,4".OR 6") • --_ SET IN NON-SHRINK GROUT Li I •4. t- 31 /CI , C NOTES: S TANDARD ECCEN TRIC z O - MANHOLE TO CONFORM IW TH .- ,-.1 e 3' CONE SO 1-J ASTM C-478 1 N U c. MO -. ALL PIPES EN TERING OR EXITING N SHALL RE WA TER TICH t » - CHANNELS TO BE 3/4 VERTICALct H 1 T OF PIPE-SMOOTH FINISH » O HEIGH ____ Ca • - RAM-NECK OR KEN T-SEAL TO BE USED ON ALL MANHOLE SECTIpVS MANHOI E SEC TION - INSIDE DROP MAXIMUM 4' . (VARIABLE 1 4') 0 ICC • VERTICAL DISTANCE INVERT TO INVERT MINIMUM HEIGH I OF STANDARD —• 0 1 3 § ic6. TO BE 3' — -- - KNOCKOUTS TO BE USED IN IEN STUB OUT PIPE » Q P*1 PO IS J OR LESS ,1 -...... z to O .:.-1--02 P r -- ►,_► -•� _ 48- Ol- MIN. 1 'J U z 12- MAX. FOR I"/T T. SL()PE 1- MIN. FROM TOP OF C) SC PIPE 1 PIPE TO MANHOLE. . • 0 SEC TION O a1110iA •. p • z 12' OF 3/4'-0 COMPAC TED r MINIMUM C V4CRE TE , . • . a , _-1--- - 11-- C BASE MATERIAL • t, : � Lij • + • ..: 6' MINIMUM •' . a 4 cn STANDARD MANHOLE �1 ��Q p f SCALE: N. T. C6. 3 i_''° C ca -* Alt iii: • dibP I-' 8 ExPMEs 12/31/07 0 4 � m m ,QKi w a o k i ;-_>-° ifN.I v A ozi Q m t in iti t ;I . 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