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HomeMy WebLinkAbout21 C740 general details.pdfcovEa ENTiRE kow wiin MANHOLE CASTING TABLE "ij�'ixmia.ron/sv.,u,,a sxu. ca,roxu 1Y� MIN ID 25" MAX OD PIPE AASHTO M288 CLASS 2 �p�APON MODEL COVER �� ��eunu2lp AWOP9 � WSPECTION PORT NON-WOVEN GEOTEXTILE � SET 1.5' FROM BOTTOM BY DESIGN ENGWEER tB' MwES at mY �BMS usr,qimrx iotmcs xGVx Wtt SOUD StormTech SC-310 Chamber OF CHAMBER SC-740---8' WIDE SiRIP . ����^� v�nw ox x[ww� x-�m T���nw�wsr s sc-3io---s w�oe sTRiP s,m,nu�n,�fimM.,� Designed to meet the most stnngent industry performance �,�,a.,�,� ��,�,.. .��.Wn� ����.���,��� StormTech a",°�°D�,,"�,,,;� °X •%�� standards for superior structural integriry while providing • LID ,� �,�,� w�. �. designers with a cos[-eifective method to save valuable land LEiIEPoNG wm�mrtl�NUmxsws Oe/enfion•fleknfim•HCGN/W i-1 � l wrsueoMSO er +er n. s�m and protect water resources. The Storm7ech system is designed , CATCH BASW � �+��� �"�' �'� � oR �IIIIII� ""°"'� -s''"run se�x� Subsurtace Stormwater Mana ement° •� ��*�,.,�+ �n�uo. primarity to be used under parking lots thus maximizing land g MnNHO�E I I1=1I ,�r r nµ� � �� ro, or c.sn,c �,,,,. mv,o usage for commercial -I I I= MlMpt B0.i (TPICILJ 0.M fEET MIMW MOYE MqMm Q.10E. FP.WE .WD COHR Fl� y� ua¢s �w�mm w cww. usmm wsr xor �a[c wxxwc urnxc and municipal e[ rniniH ac � raor rwwmHru osrw�a �x[ roR o[rwuy f�uy � � �� � �� r � �� rnp�c�swi ae.wr.��m mxaeaans�e¢ aPPlications. I� // I .//II II I 1 PPE-CASi CplLAEIE .1DdYS11N0 BM Y-O' XWY N111W It) (TPICII) J'-C 1M11WY / / / / PIF-C.15T WMCflEiE�• • �. OA ��l �•. . � . � N' RO Md MYSTN6 MNO ME pHlm OPdNt z �n.`at a . + � � . • . . . wm iaa�xr caxrEemn a ___ _ , qf CAf! IM RA6 MLp( M C1PM.1FPP0�£D EG1.1L �� =1I 1-1I1=� I I1-1I I-� ���a•, ' Ir iwra� �r xuw ir u�w (mmirx a� rse nocmnnu� �v� - ixwrmy sro�c +^''�'� ',e.� y��r StOt�11TlChSC-310Chamhe� � � �� s• axnw\o (nat to scale) � � WOVEN GEOTEXTILE THAT MEETS yi,msyyy�[sgwpp��?W so rxosruuc ` ACCEPTS4'(�aomm� y AASHTO M288 CLAS51 REQUIREMENTS, y{���,�q�p��ymqq rama�..�e��w�rnown�xe• NominalCham6erSpecifications SCH40GIPEFOROPTIONIL � �F�' �m�E ►C �� ��� C�M1WNLpIFNNMK.pNR . INSPECTIONPoIiT \ BETWEEN FOUNDATION STONE AND CHAMBEftS � - - - o c sc-�ao--s'-s' wioE sTRia STORMTECH ISOLATOR ROW DETAIL '°"°'°'°' '°"$°""""` �**„��,n, a'^�^��ar+� SQe(LZWxH) �^ 9F SC-310-4' WI�E STRIP sxuFmomras.�6rmxu.ni .w a rsm rc cw mnuem� wu ay wiww ro ���- gu�� s rmr * wsrxce iur ee ixmvwsFn 85.4' z 34.0' x 16.0' N NO SCALE aortxixouiam�mrio�ae� Nwnuw vsoo��cuenn.o�n o aart. a TME �,,�� � (2170 z 864 x 406 mm) . ( � ..: : ' .;. wxa suaunu. � r cmvu rnwn ro sxro ' o FoR SroRMTECN *'°' Ch�mberS�owp� � '� o� WFORMATION CALL 1-888-892-2694 ..-, • . . � ';: #s�� � � � rr � 14.7tt' (OA2 m°) '0 3 euo .s .svrtam x rnno. - -___.._..__ I _ ro uwsrvxem wrm br wxux) Minimum Installed Storope• _ -`o " ir uxw a+usm w srac wr 31.0 ft3 0 88 m' .a iz• sns mm7 I_ -� 4" PRECAST CONCRETE WALL WITH MANHOLE FRAME LID (SET mnu�tuxcwoarvar _ (� ) �- � eo.�yzaoomm� = o FLUSH WITH FINISHED GRADE �� uronaw+�.wo WBf M s�' maMnz ' ' 6"d�a. OPENiNG wv.= 89a.95 0 sca�oEndceP SC3WChamber V UNLESS NOTED OTHERWISE 37.OIbs 186k ���o�� � � . ( � 9) 4--___.___.......es.r�znomm)ixsraueo� `o P SIONE AS RE4L�Im BY CIRMD i0N � . . uer�c so� maias - owm ro Sh�OD��9 I _ ST,VLE ERWM PFP C1RND. 18.0' ouisoc mucrtx . r raa rn[-usr . 41 Chemhe�slpall¢t �a �m�-/� � d � � v �: 108 end caps/pallet Str_8 »�c es ru cmc m�m.i xca.u.wa mc emc � - a icmm sa w. smucnms uusi ec �rvamm er c�w. 18 pallet5/huCk �aa.a• �ea� mm v RI TIE BNFlE OPoFNT�AqI MLL BE OfPdCdT UPCN M rPPUUna�. f. � 9pP q4�vMS wsT BE 49YIIFD m 01R'IY fd! R�£v _� '�� � � Str.7 �MAXIMUM 16" . .wowrxwr� .�ne*wtneewr<asmewswimavE ow�xamw.wenwvnr>�m�im��rn _ _ LEVELING RINGS r.�."°`w�Vwe�inns�mme*��iiw�o ""�'�'a°"�"'�"�""`"��� GREASE INTERCEPTOR DETAIL �6rep�n�g��1213� ��� ��; � ,�,�� SG.lf4CHV�i lFi9iOBiM2IO11£NYIY. BEETE iuuamnuuruxn�ews. NO SCALE TypicalCrOU v.-�a� MANHOLE STEPS SectlonDelail "�°'"�""R6`�` ������ @ 16� O�C 2- 2 1�7' HOSE NOZZLES (nottoacele) P•� � P�N PUMPER NOZZLE� � � GASKETED JOINT �o _ _.: _�,�^�^� R"°^^� � � 48" dio. VALVE BOk COVER rpm..�uwY � SG-h MARKED "WATER" FINISHED GRADE . PRECAST CONC. ' ' �>ea�,n RISER _ � � � ' a -� � ��e- � 12" � o o� .o.� oErFmrfurt BqN VlS14fA � T11Tmm1MIN '��_� ��_� ��_' I I 1-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I 1- 1, I I I I �RSA��' TOP OF WALL "' � � � i i i-i i i=1 I 1=I' ELEV.- 896.41 I oeeaunarea�n�w�eie�wu e���m..�,lwx v�ee1mm� n�.m��rxm. °EPTH �AR�ES - °��TM°��°m.�ww�.� CONSTRUCTION 4'-6" MINIMUM eNOR"OE°OU' • STRUCTURE No.g � �wewm^�iax�.�u��w�aurwrnrcersumrovnsrmE.ms�cmaarfar�enm�ue�ioura GROUP LLC. NEW 48"dia. PRECAST CONCRETE SYY.7 Str.8 e�anuvwaeec+wnn�zwnuarnwvou�wwsuaxoa.onureacxvxma � CONTROL STR2 WITH OPEN TOP e Qa� �„ a� (CASTING- NEENAH R-1557) sm eae r,��y aooa, s�¢a em o J618< TC 90020 CAST IRON 1�2 CUBIC YARD OF vn��aizsas.is�i�Fa._an5a��sei INV. IN �8"perf. pvc WEST= 895.00 VALVE BOX CRUSHED STONE INV. IN 8"pert. pvc NORTH= 895-10 6° GATE VALVE � INV. W �2'perf. pvc SOUTH= 895.10 ���_ iNV. oui ta'rcp ensi= aea.90 PRECAST CONCRETE BASE TO BE ��_� PLACED ON UNDISTURBED SOIL IIIi OR 6" OF COMPACTED GRANULAR IIIII UNDiSiURBED EnRiH SW10Gan1a11nStompeVOl�meePmCpun6w StanY�YOlam'NrCMS�6�r 4° PRECAST CONCRETE WALL WITH MATERIAL II� Assumes40%SfonePOrosiry.CalculafionsareBased earo CUamGerenABtone � 6"dio. OPENING INV.= 894.95 I Upona6'(752mm)StoneBaseUnderfheChambers. CMm6er 8tairoFOUndatlon0epth y 81ore0e In.�mm) ry II� coNCRErE rnRUSr e�ocK _ m�m+� e1�5o) �21s�i1 ta(�ol ••r (DO NOT COVER DRAIN HOLE) --- - (O � � � . � - . - , SlormTech 8C310 147 (0.4) 31A (0.91 357 (1.0) 40.4 (1.1) � Nofe:StorapevolumesaroincubiclretDerchambecASSUmes40%porositylorthe O � � CONTROL STRUCTURE No.2 (STR.g) DETNL (6" ORIFICE) �ENCrH vaRiES ze m 1470 0.416 31.00 0.878 �one0�usthechambervolume. No scn�E No eENOS PREFERREO FIRE HYDRANT DETAIL 27 ses ia.�o oais �o.zi o.ess u�on�mswurwcn.�m.� NO SCALE - '~ '� 255gp) Stane1q.700416 29.420833 StoneFOUnOationDepth � ^� � zs sio co�e�ia.�o oais ze.sa oen � y� � [xausxroxs�cueicranosl � 12' 1B' 24 609 14.70 0.416 27.84 0 788 '�1 MANHOLE FRAME LID (SET StormTechSC-310 2.1(1.5yd') 27p.9ytl') 3.4�24ytl') � 23 584 14.70 0.416 2705 0766 FLUSH WITH FINISHED GRADE rn�nicKaacw�vspn�s=� 750mm SOSmm I60mm '� � 4" PRECAST CONCRETE WALL WITH MANHOLE FRAME LID (SET 22 559 1470 0.416 2626 0.748 � � �.+ UNLESS NOTED OTHERWISE� 9tormTe¢hBC-310 1830(1.1rtr3) 2490(1.5m3) 2990(18m�) � .y 1.38"dia OPENING INV.= 894.95 and RUSH WITH RNISHED GRADE 21533 14.fi40.415 25.430720 244"dia. OPENING INV.= 896.58 UNLESS NOTED OTHERWISE) Str.S I 2015pg 14a90.410 24.540695 Note:ASSUmesb'ry50mm/o/stoneabove,arMbetweenchambers. -� � � 19483 14220.403 23.580.668 Yolnm�oiECCaratlo�MrChrMer (d ����y{ ~ Sh.4 18 �� 13'� �'�� �'47 �'� StoneFOUntlatlon0e IM1 J1 � V � 17 432 12 99 03fie 2125 0.602 � �(15B mm) 12' (305 mm) I 18' (I60 mm) � � Str.B 16 406 1217 034fi 19.97(0.566 :��MAXIMUM 16" 15381 11250319 18B20.526 Slarm7echSC370 2.9(22) 3A(2.6) 3.8(2.9) �I � LEVELING RINGS �4 35fi 1023 0290 1712 0488 Noh:VOlumesareincubieyarOS(cubicmeters�0e�chambecASSUme56'(i50mm/ ' w StrJ Strh ���MAXIMUM 16� Str.e 13330 9.150260 15780.447 olseOaallonbehveenchemberiawsanai8'�4BOmm/oicavecTlievolumeo� � LEVELING RINGS 12305 7.990.227 14290A25 excavatlonwillvaryasthe0eptholthecroveiinereases. Str.6 11 279 6.78 0.192 1277 0362 MANHOLE STEPS 10 254 5.57 0.156 1112 0318 $t�V1�IVi0LIMREOWAXNINTYOFSTOBMTECHLLC�'STOBMTECif�:%i0DUC78 � 16'� 0 C 9 229 4.19 0.119 964 0278 ta mu�maaew�v.anhews��rymn�sm��r�n�r�ce�s�aawqmw�wn�reo MANHOLE STEPS � resamttenameaeouK��p�mna��pire�v�mnaaw'�mecnameersanaeneWmes B ZIXi 2.83 0.081 A03 0227 cakc��re�reero�u��aow�m� @ 16�� O�C ia) nre�n�oim�e'�namev�aKn,.nw�re�aimsvm�p�r�cama�wwasimnrsrca 7 178 1.43 0.041 640 0.181 wnnen��aimmmvNn�svu�umedmsunm�o.,are.e�ram.ew�newrcnarasynm AUTO-SPRK PL4TE P�N a�n.n�w��a��nipi�no,e�UVee�momnremreoipwct�.swwoece- GASKETED JOINT 6152 0 4.740.134 �m�re�,ma��imve���noe��,nrewrcnese�vnenww�aes'am*an.�m�awi P�.�1N 5 127 0 3.95 0.712 a�ameail�aea��p�si�tecn owwaeneaawerreoam�nien�io�oaVedme Job No.: Oate Stamped�. 5�' �STOR1Zn CONNECTION WITH dtso�mrdmaaek..a.mem�ce�ueesc�mineeliepmw�reieciin�eeeorenbaeian. 48" dia. ¢ 7pp SfoneFounAalion 0 3.16 0.090 so�mrxna�,�mswpr,ap�ens�a�M,eama naeie�m�reaerro�n*acnmee 30' ELBOW WITH AUTO-SPRK PLATE GASKETED JOINT eeix�nearaco�eqmre�mmeawa,e�ymea�pqywreoixe.�empm.��iamemia 13039 9 30 13 48" dia. Str.e PRECAST CONC. 376 0 2370.087 e`�wee�u�<wia�re�,w,�rv�a%��v�e�n�ai�u,�au�eP���i"����'���`°�`�� // 90' ELBOW Str.h RISER 2 51 0 1.58 0.096 ��� TMy���w�a,�.raa�y�,�E,��o�w,w�g� Drown By: Checked By Scale: PRECAST CONC. 1(25) 0 0.79(0_022)� "�T1O1�^'0D'K'a^�10NONO1"'PL�'"""""""E'a' RISER °°'°'""s"w^°"°r^m°°�°^"°"""cu''`"°'^"osc caw tab 12" Noh;Add0J9cuft(OA22m'/olsrongeloreaehatlditio�l �o� '""1n1p148�`Mjtli^"�10*'PnN"1d8x1bi""i0°"""�"'�1e°"es"91e'�'�`. u"oara�.cerµeo.auuTxEmowms°e"isr"ur°x♦ CAD FlLE�. inch (25 mmJ olstane loun0etian. .uu.urm wxrauunon. ee1 �+orepesemmrreds imnn mae morni � gemaumpeewenaayna+ymenrer G\13039\c]40 general delails.dwg ° TOP OF WALL S[�.4 ��m� �maw� rymrs�i ieawe Nace �a wN� roa%�are�ma� � ELEV.= 897.68 Str.6 � �r� u,a�am��ms��v�nsgi�� a��Mw�w nwrwiar �i`in°'v�o`"a���°« �\\\1111111/ m m�nerawa e�mea m wu, na�;� i il r iiMmwc�c.vo� /// FINISH GRA�E Str.S i�w�,� w 4�g �e�io�i�s�nane��ooi�cmi��i.:s"a�a �mn n„�m�oma \\\��a�GATB�,I-�/� % • STRUCTURE No G uam�nnow�wes.wwcmo�arrawuc�un� um S t r.7 auon wa�crww�an.aronrrtexarwiHOraewvErox r�unee on N 0. arua z NEw ae"dro-�PRECaST CONCRETE Str.B BOTTOM OF STRUCTURE ���n;�n��ran�m�naix��er � �9��.iQ9 't o ELEV.= 893.92 x,vnreowuoe.wew�wcerommaoucnumrtximwaaorumw�w c� � CONTROL STR.2 WITH OPEN TOP _ ,��,LL�,�,��qEM�,y��ap�y,E�r���p�e �p(�r/ w (cnsnNG NeeNnH R-iss7) �,m*,raa. �xw�rta�ie�n�wna�ieo �.w�, �w:m c. ��i`S'y7 EN6♦ TC 900.20 nwxrnuurcrowuuwHm[rwxwne`naixoeow�ssarwnrxx� ��AL ����� o U INV. IN 18"perf. pvc WEST= 895.00 • STRUCTURE No.d we*u+�*in+asmuenox4+��e+*���n�uim�waxromE ���n���� iNV_ iN 8" erf. vc NORTH= 895�0 PRECAST CONCRETE BASE TO BE Pq0°�"''��°'�0F1MEPflO°�18O�TO�"0P°��"16OP""°P0°°� o P, P NEW 48°dia. PRECAST CONCh2ETE STORM a�+4�u+�'u�new+�xu*wusmersronntrzcH.meur.eiavwue CERTIFIED BY: "' INV. IN 12'perf. pvc SOUTH= 895.10 PLACED ON UNDISTURBED SOIL """`�""'"`�"'smOP"rtEq"B°0�""'"1PTOTEP�""�1O" � iNV. oui ia"rcp ensi= aaa.eo PRECAST CONCRETE BASE TO BE CONTRO� STRUCTURE � r��o��� a� ,.m,�cw�.�adsmwa,ow- PLACED ON UNDISTURBED SOIL (CnSiiNG: NEENnH R-t557) OR 6° OF COMPACTED GRANULAR OR 6" OF COMPACTED GRANULAR ic aee.32 MATERIAL iHis oanwiNC is iHe PROaeRir oF INV. IN 77'rcp EAST= 896.34 VEFSATILE CONSrRUCTION GFOUP LLC 4" PRECAST CONCRETE WALL WITH MATERIAL iNV. OuT i2"rcp NORTH= 895.92 . nNO is Noi io eE useo FoR nNr � 1.38��d1o. OPENING INV.= 894_95 ond INV. OUT 1Y'rcp WEST= 89624 208eaverPwtl.SuXe�041 W�herslkla � Connectlwl� Ofi108 oTHER PURPOSE THAN THE PFOJECT 90' ELBOW 244"dio. OPENING INV.= 896.58 BOTTOM OF STRUCTURE= 893.92 Bf�.529.8188; 888.892269A � hx866.328.8401 �I tax860-529-BWOI wxaSiorm�ecll.Com DESCRIBED HEREIN. PrinleU in U.S.A. � CapyrigM. All righis reservetl. S�oimiech LLC, 2007 Printee on recycktl paper � 515-090508 s�ce* me. CONTROL STRUCTURE No.1 (STR.d) DEfAIL ^��O "STORTZ" CONNECTION DETAIL CONTROL STRUCTURE No.2 (STR.g) DETNL (DESIGNED ORIFlCE) No scn�E i� No sca�E v